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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 x i 4 $ t F • -Y R 3'L13f �' S 3 j� 4 y, W L f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search F§o i j-oq,E Product Approval da P USER:Public User k+i.'R 3 S I'mduct Apprrnai Menu>Product or Application Search>A lication List>Application Detail MAR @i Fti` t ` FL# FL239-R24 ' �... .............: Application Type Revision PER;�,/IITTiMC Code Version 2014 St. Lucie County, FL Application Status Approved pproved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived E !aProduct Manufacturer PGT I;ence. stris {,ti TAddress/Phone/Email 1070 hnol lve k o 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 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category CSingle Subcategory Compliance Method or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 3/30/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate % Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0505.02.pdf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure:N/A - Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0505.02.13df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports { Created by Independent Third Party: 239.2 ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-061.2.12b.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 15-0612.12b.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window 1 Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.05 21 J(j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:No 01/26/2021 i Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 P24 1 16-0714.05.pdf product performance information,anchora chor type, Verified By:Miami-Dade BCCO-CER j size,and spacing informatio Created by Independent Third Party: Evaluation Reports j Created by Independent Third Party: !239.4 ISH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVH es FL239 R24 C CAC i.6-071 4'r Approved for use outside HV ssurance Con xpiration to Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions ` Other:Please see Miami-Dade County Notice of Acceptance(NOA or FL239 R24 Ii 16-0714.06.pdf i product performance information,anchorage details,and anchor type, 'tied B :Miami-Dade R size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 ( Design Pressure:N/A Installation Instructions 1 i Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 I 16-0714.01.pdf j product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.02.pdf I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 H 16-0714.02.pdf Product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER I size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-239 R24 II 15-0612.11 LMI.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: 1 Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window { Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612 10 SM?.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 15-0612.10 SMI.pdf i product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-G714.n4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquS lBu8CAEm... 3/30/2017 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT 16-0714.04.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL239 R24 C CAC. 16-0714.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.03.Odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: i Evaluation Reports ( Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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: MI WN eCi•.pck "amt. Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquS 1Bu8CAEm... 3/30/2017 MIAMI•DADE MIAMI-DADS COUNTY ME 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 i NOTICE OF ACCEPTANCE(NOA) www.miamidndemov/ecauomv 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 I 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 I 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 AIId(in areas other than Miami—Dade County)reserve 7 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 a n,an ed to comply with the Florida Building Code,inc mg the High Velocity Hurricane Zone: DESC TION:Series"SII-700"Aluminum Single IIung Window—L.M.I. APPROV CTJMENT:Drawing No.4040-20,titled"Alum.Single Hung W�ufacturer, v,Impact",sheets 1 through 11 of 11,date F dated 05/05/16, re ared 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 r�datc bpthe l�tiami-Da a County Product Control Section. MISSILE IMPACT RA G:Large and Small Missile Impact Re istant. LABELING:Each units bear a permanent label with the facturers name or logo, city,state, model/series,and following statement: lams- a e oun roduct Control Approved",unless otherwise t 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. a TERMINATION of this NCA will occur after the expiration date or if there has been a revision or change tl 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 1 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#15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. _7�C i NOA No.16-0714.06 MIAMI•DA®uNTY Q''/L 1 f�p Expiration Date: March 26,2021 rJ Approval Date: August 18,2016 Page 1 i 3 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted muter NOA No.05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision F dated 05/15/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS ; 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 ' 2)Large Missile Impact Test per FBC,TAS 201-94 1 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and-installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS spacer system,Duraseal°spacer system,Super Spacer°NXTTM spacer system and XL EdgeTht spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTI.-8970, dated 11/16/15, } 06/07/16 and 06/02/16 respectively,all signed and 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 J 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,TAS 202-94 t along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test ! Report No.FTL-4957,dated 10/03/06,signed and sealed by Edmundo Largaespada, r P.E. k (Submitted under NOA No.07-0322.06) 3. Test reports on:1)Air Infiltration 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 l along with marked-up drawings and installation diagram of an aluminum single hung a window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FTL-5063,dated 10/03/06 and 11/21/06,both signed and r: sealed by Edmundo Largaespada,P.E. F (Submitted under NOA No.07-0322.06) a Manuel Per�>�+'�E Product Control xammer NOA No.16-0714.06 Expiration Date:March 26,2021 Approval Date: August 18,2016 E-1 d 3 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED , B. TESTS(CONTINUED) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, j P.E. (Submitted under NOA No.07-0322.06) S. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No.05-1018.01) i 6. 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)Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 1 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. E (Submitted under NOA No.05-1018.01) 7. Test reports on:.l)Uniform Static Air Pressure Test,Loading 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 an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) ManueI T ez, .E. Product Control tx3r6iner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 3 I PGT Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED t C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5`1 Edition(2014),dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I 1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their 3 "Kuraray Butacite®PVD Glass Interlayer"dated 04/25/15,expiring on 12/11/16. I F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5i°Edition(2014),dated May j 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 1 (Submitted under previous NOA No.15-0519.08) 2. Statement letter of no financial interest,dated May 16,2015,issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. (Submitted tinder previous NOA No.15-0519.08) 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitter/under NOA No.07-0322.06) 1 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, d FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS s 1. Notice of Acceptance No.15-0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 03/26/21. Manuel Pe&,P.E. Product Control E'am' er NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1 ;(SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION a •ALUMINUM DESIGN MANUAL,ADM-2010 5116^ NSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) .AISIs10o-07152-2010 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5116"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5116"LAMI CONSISTING Of(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY BUTACITE OPVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7116"LAM]CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13116"LAM[IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090-SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 I.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"IANNEALED GLASS WITH A CORNER DETAIL..............7 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAMI IG:(1)LITE OF 1/6"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITEWPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .09D"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WAT. ;T PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. as Wnj,lying with ih.FlarldR Building(",odn nM�1 Am yhmro hVl(�c'O +'W�7 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. F�'. irnY n DOtc 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. Dy y ANSI/AF&PA NDS FOR WOOD CONSTRUCTION xfimni ndc Product Cnntrny I ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ; ,:_..••• .',' HURRICANE ZONE(HVHZ). t,� "�-;`'•.�`/"! 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED, Ro,ABUDowRaWfone: Oow�fW'< ",: is//� JR 05/05116 F ADDED SPACERS TO SHEET 2. . GENERAL NOTES `� '•�'�'%:IUP. -`I'. R Y• Dow R.M 1070 TECHNOLOGY DRIVE ��.5�..;•• ...,•; "- �,� N.VENICE,FL 34275 >� ,� •/:)••,i ,..�'J�`� q Oab: RaWb,a.' � ALUM.SINGLE HUNG WINDOW,IMPACT 7� ,,I �;,t�'• P.O.BOK 1526 ydy ,t. �,. s,„,� MxtnpR> R.r: A.LYWIMILLER,P.E. oa�ay:OeLx crad:oa on+a, NOKOMIS.FL 34274 Vslbly Dever F F.K. 9/1/05 J.J. 2/23/07 SH700 NTS 1 77 404020 FL P.E.#58705 Part# Description Material 1 1 71 Kommeriing 4SG TPS Spacer System 72 Quanex Super SpacernXT With Hot Melt Butyl See this Sheet for 73 lQuanex Duraseal Spacer Materials NOM. 4 1/2"NOM. 74 If'-rdinaf XL Edge Spacer 41 GLASS BITE GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8988 8 8970 70 37 70 37 1/8"ANNEALED OR HEAT STRENGTHENED G ASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED ASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16"LAMINATED 6"LAMINATED GLASS80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD 71.7 ^ 71-74 a LITES MAY 1 1 ---• (ALL SECTIONS) UPGRADED TO 3116" WITH NO CHANGE IN "PVB"- DESIGN PRESSURE. KURARAY BUTACITE 1/2"NOM. 1/2"NOM. PVB INTERLAYER or 46 GLASS BITE 46 GLASS BITE SAFLEX�PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"LAMINATED 7116"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 118"TEMPERED GLASS 13116"NOM. 13/16"NOM. _ .16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LA Y ISS W/7/16"LAMI 89,90 or 91 PRODUCT REVISED ALUMINUM as complying wilt,lhx FlosidR REINFORCEMENT Budding Code SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA BA "o TM _0 t 4-• STRUCTURAL BUTYLENE 5116"NOM. @Rpiral' Datc r � � SILICONE 5116 NOM, SEAL r STRUCTURAL FOAM 3116"NOM. SILICONE SEAL By POLYISOBUTYLEN 114"NOM. BUTYL& WITH DESICCANT ROLL-FORMED Miami ade Prn<lucr Cnn r WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS ttlllt!I�r�, . INT,GLASS INT.GLASS INT.GLASS INT.GLASS -I KODISPACE72 SUPER 73 DURASEALG T4 XL EDGE T11 T7 4SG TPS SPACER NXT'"' SPACER SPACER 6 � Lt..w 05/18 F ADDED SPACERS. GLAZING DETAILS ''•�.';'`4:}`�•'' 707N.VENICE,FL;14275 Re ' P.O.CE, L ALUM.SINGLE HUNG WINDOW,IMPACTNOKOMIS,FL 34274 Volbly Better " a `"iN4jp1'' R F A.LYNN MILLER,P.E. a m: sH7oD FUII 2 17 4040-20 FL1105 J.J. 1!23707 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT W'IDW 6"GLAp--QfPk --W- 66 _(- 66" 1 70" 72" 74�' TV, W _MEETING RAIL +80.0 -80 80.0 -80.0 +80.01 -80.0 +80.0 _80.0 +80.0 -80.0 +80.0 -80.0 +80,0 -80,0 HT. so., +80.0 -80.0 +80.0 -80,0 +80.0 1 .80.0- +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +79.0 -79.0 ABM -aLo +80.0 -80.0 +80.0 -8G.0 +80�O -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 SASH '9 A,B,M +80.0 5 + --74.0 c _:Ntq��+80.0 -ftO +79.6 -79.6 +78.2 -78,2 +76,9 -76.9 +75.4 ]75A +74,0 . -1 WP-10-fff 1/8" lj,K.L--+60.0 -80.0 +e0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD annSTANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH- GLASS TYPE 38 318, 606/8'. 63" 72- 74" 76" 48" A,B,M +80.0 -80.0 +80.0 -fto +80,0- -80,0 +80-0 -80-0 +70-0 -70.O +70.01 -70.0 +70.0 -70.0 HT. MEETING RAIL 60.1 A,B,M +80.0 -80.0 +80.0 -800 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.01 -70.0 +70.0 -70.0 621, A,B,M +80 - . +80.0 -80.0 +80.0---80-0 .0 -80.0 +76.9 -76.9 +70.0 -70.0 +6"1 -6&S +67.6 -67.6 1 631/8" A.B,M _ +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +75,0 -75.0 +68.0 -68.0 +667 j -66.7 +65,15 -65.5 :TH FUPT053118", C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.01 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. W-�T. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS 1 RAL FIN) 0. MINUS WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WIF SASH 76"FLANGED AND 76"INTEGRAL WIDTH I GLASS TYPE 1 17118" 2211116" 283116- 33 3/4!' 1 39 6/16" 4413116" 1 60 318" 1 6616116" 1 SASH 631/8" 1 D,E,F,J,K,L4,&l+80,01-Bi +80.0,1 -80.0 1+70.0.1 -70,0 1+70,0 1 -70.0 1+70.0 1 -70.0 1+70.0 1 -70.0 HT. HT. MEETING RAIL (GLASS TYPES: TEST REPORTS TABLE 4.1 FTL-4647,4648,4723,4967 1 B.5/16"LAMI-(IIV�A,.090,1/91ks) FTL4647,4648 C.5/16"LAMI-(1/8"HS..090.1/&'HS) FTL4647,4648 FTL-4645,4885 D.7116"LAMI-(311W&.090,3116"A) E.7116"LAMI-(3116"A,.090,3116"HS) FTL-4645 F.7/16"LAMI-(3/16"HS..090,3/16"HS) FTL-4645 PRODUCT ItEvISE.r, as mnplyingwith the Fltrridx G.13/16'LAMI IG-1/B"T,AIR SPACE,5/16-LAMI-(1/8-A,.090,118-A) FTL4646,4723 D'Adjug Code &115- H.13116"LAMI IG-1/$"T,AIR SPACE,6/16"LAMI-(1/8"A,.090j/8'-HS) FTL-4646 L I_ , 16-0 14,co�- I. 13/16"LAMI IG-1/8"T,AIR SPACE,5116"LAM]-(1/8"HS,.090,1/8"HS) FTL4646 13Y -LAMI v FTI-4649,4660 J.13/16'LAMI IG-11/8�T,AIR SPACE,7/16 -(3116-A,.090, I A) C, ru K.13/16"LAMI IG-1.8"T,AIR SPACE,7116"LAMI-(3116"A,.0901 3/16"HS) FTL-4649,4650,4958 L 13!16"LAMI IG V'T,AIR SPACE,7/16"LAM]-(3116"HS,.090,3/19'HS) FTL4649,4650 M.13116"LAMI IG-1/8"A.AIR SPACE,5116'LAMI- 1/WA) FTL-5063 NOTES 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 ASF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS, 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518°MINIMUM TO 38"MAXIMUM. 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY 1070 TECHNOLOGY DRfV DESIGN PRESSURES N.VENICE,FL 34275 P.D.BOX 1529 ALUM,SINGLE HUNG WINDOW,IMPACT orewnrtr� &1 "44' " NOKOMId.FL 34274 visibly Bever A.LYNN MIL�bR.P.E. F.K. 1105 77 M3107 SH700 NIS 3 , 11 4040-20 F FL P.EA 58705 53118"MAX.FLANGED WIDTH 521!8"MAX.I.F.WIDTH 9 5/8" FIXE DLO(ALL) D C 5"MAX. 5"MAX. MAX. I.F. A A I F. I.F. /SEEj LO D TABLE 0 D—J El HT SEE DLO HEIHTSEE DLO C HEIGHT 3HT LLETABLE 0 0 -- 76'1 iAX. 76'MAX.1 IAX76'MAX. FLANGED L FLANGED FLANGED �49�5MAX MAX.�FIXE IW' L) DL (AL E HEI HT SEE T 3 J1 1 HEI HT HEIGHT DLO M TABLE x M 8 H SEE DLO SEE SEE DLO S*E I (MAX.) )H x x H 'HT TABLE TABLE �01 NO E4 t 48114"MAX. VEN L) DETAIL B DETAIL C DETAIL A VIEW(STANDARD ASH) RADIUS TOP(STANDARD SASH) 111B --T 7 75"MAX. 76-MAX, LF. I.F. HEI HT 7E—J HEIGHT SEE DLO I TABLE SEE DLO 0 76"MAX. TABLE po �//// 76"'MAX. FLANGED FLANGED HEIGHT HEIGHT LL— L 201, T- 20.1 PRODUCT REVISED SEE DLO,TABLE /�//'771, SASH SEE DLO TABLE m cmiptyius.ith dmvNxi& SASH building G1da HEIGHT HEIGHT 0 DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) lllr NOTES: ..... .. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3 SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT, W.—.doy. 01. W.7a.—, 1070 TECHNOLOGY DRIVE ELEVATIONS ...... N.VENICE ,FL34275 ALUM.SINGLE HUNG WINDOW,IMPACT P 0.BOX 1520 PcTtfrann mb., — F��ffy Date: NOKOMid,FL 34274 visibly Bane, A.LYNN ULER,P.E. RK 911105 J.J. Z23/07 =HMO 17NTSJ�4 a 11 4040-20 F FL P.E.#58705 2.784'--1 NOTE:MIN,(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED INSIDE INSIDE —MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10,11,15,16 MAX. FIXED 4- Z 710" LITE _f� DAYLIGHT F 25 OPENING I 11 OUTSIDE —MAX,25 - FIXED LITE DAYLIGHT MAX WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN jLF.)FRAME SECTIONS _ INSIDE 23 47 50 MAX. HEIGHT 21 2.i 46 H OUTSIDE SILLIGH 2,30 3T LOW L9 MAX. VENT 49 48 DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OPENING OUTSIDE 68 28 I.F.FRAME II RODUCTIWVISSID 53 OUTSIDE I pnil<tinp Co lb 14,01 53 6 By 2.946" 2.330" 52 (LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 64 3 30 ULTRALIFT gg 67 12 ONLY ULTRALIFT SECTION B-B 12 ONLY SECTION C-C (LOW SILL SHOWN) ALTERNATE HIGH SILL RADIUS TOP (HEAD DETAIL-FLANGED VERSION) ---9EF- 1070TECHNOLO m SECTIONS R. TECHNOLOGY DRIVE N.VENICE.FL 34275 P.D.BOX 1520 M ALUM.... HUNG WINDOW,IMPACT 1�. '�I MILL"' -e_-w 37w—6-_&�_By NOKOMIS,FL 34274 Visibly&u— A.LYNN ER,P.E. F.K. 911105 --J.J.- SH700 Nalf 5 , 11 4040-20 F FL P.E.#58705 7,115 DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 4002A' FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 1155 #8 X 1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 61816 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 112-7/16 LAMI 62BVI510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 ISASH STOP(EGRESS)1.125 LONG 612244 69 4050A IFLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11116" 70 SILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,318"OR 5/8" 6BPLCVR916 80 A GLASS,5116"LAMI,(118"A,.090 PVB,1/8"A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS,5/16"LAM],(1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(1/8"A.090 PVB,1/8"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAMI,(118"A.090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 1 F.GLASS,7/16"LAM],(1/8"HS,.09D PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 IG.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 JH.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,5116"LAM],(118"A,.090 PVB,1/8"HS) 19 #8-32 X1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13116"LAM[IG;118"T,AIR SPACE,5/16"LAMI,(1/8"HS,.090 PV13,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;118"T,AIR SPACE,7/16"LAMI,(3116"A.090 PVB,3l16"HS) 25 1235 WSTP.,.170 X 270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;1/B'7,AIR SPACE,7116"LAMI,(3/16"HS,.090 PVB,3116"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAMI IG;1/8"AAIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2 784 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 1.830 35 1622 LAMISETTING BLOCK 3/32"X25164"X1" 71622K 3. 55 36 1052 LAMIIGSETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 IMNYLGLAZ.BEAD BULB(THICK) 6TP247W,K .062 p I 38 1225 VINYLGLAZ.BEAD BULB(THIN) 6TP248K 41 40398G LAZING BEAD,5/16 LAM.GLASS. 64039B 47 FRAME,I.F.HEAD 42 4044 °ZING BEAD,5/16 LAMI VV/GRILL KIT 644703 #4071A,6063-T6 44 4222A iG BEAD,7/16"LAM] 64222 O FRAME, I.F.LOW SILL 45 985C c-/ING BEAD,7/16"LAMI W/GRILL KIT 6985 48 #4072A,6063-T6 46 4067 G 64073 ar LAZING BEAD,13/16"LAMI I.G. 64067 2.908 47 4071A FRAME,LF.HEAD 64071 pROPUCTREVIOD 48 4072A FRAME,I.F.LOW SILL 64072 2.374 m 4«PlviRec,•itn ft plmllx 49 4073A FRAME,I.F.HIGH SILL O,xldi . 16,'c71 4.,t7(o_ Apwtnnu Noi I 50 4074B FRAME,I.F.JAMB 64074 L'. imY Dule_ t 52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062 NOM By_ 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.171 Miami de Pmduct Cwtirol 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2. 1 55 1014 SCREEN FRAME(H OR.8 VER.) 51014 .062 NOM •,,Il1llilii 56 1630 SCREEN CORNER KEYW/RINGS 71630 THICKNESS17 57 1631 SCREEN CORN ERKEYW/OUTRINGS 71631 - 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61524K 50 FRAME, LF.JAMB OFRAME,I.F.HIGH SILL #40748,6063-T6 USED AS RADIUS TOP HEAD + #4073A,6063-T6 ( ) 6 �� RmvE Of PaI.. 1070 TECHNOLOGY DRIVE PARTS LIST • .':i>+<r:�i..•••..•.'; R ey. Oalx ReHabV: TW `,;'.,�r. ,•;•.••.. 11,'J;.• N.VENICE,FL 34275 P� i - TM—Br 7W.—R""�= r.o.eoxlsze p ALUM.SINGLE HUNG WINDOW,IMPACT ;;`I ,,, NCKOMIS,FL 34274 Visibly Better 0iei0jh` R0" A.LYNN E.9 58 0 P.E. omw"Br.K. W-9 cmaw.•M. SM00 NTS 6 � 11 4040.20 F FL P.E.#58705 F.K. 9/1/05 J.J. 2/23/07 I F FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 1-2.784 1 2 11 I.F.FRAME .062— 11 1.362.830 0 1— 1 .062 A 2.33 6 or 50 FLANGE FRAME HEAD #4002A,6063-T6 —1.749— FLANGE FRAME SILL (Low) WELD #4003C,6063-T6 I EE50ALONG SCREW A )j SEALANT OR GASKET BOSS(2) IF 21,710 �-1.513-1 738 AT HEAD AND SILL --fZ-. �062 .490 0 .062— VIEW D-D VIEW E-E (111 T 8,VIEW HEAD&SILL.RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SA,' 'OVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB #4025,6063-TS #4053,6063-T6 .0-50 #4004,6063-T6 (USED AS RADIUS TOP HEAD) 1.165 1.342 —2.326----1 -f 1.096 kv .678 27-1 2.279----1 .052 _.349 GLAZING BEAD,5/16" 2.155 . 1.979 1 8 #40396.6063-T5 )62 q 1.707 .062 SASH SIDE RAIL .062 31 #4008,6063-TS 21 FIXED MEETING RAIL SASH TO ILL. Z8 SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6 A, #40060,606 H -T6 #4007,6063-T5 050 -T t'110DUCTUVISED CeO718 GLAZING BEAD,5/16" th.NlDrida —2.326-----1 #40448,6063 T5 pwlding code Alxmplt.Z. L USED W/GRILL KIT) pirat'n Dow .062 1.096 �N. 16-o i4,clro GLAZING BEAD 7/16" By 3.446 2.946 #4222,6063-TS MIA! .i de Po Coll rol . — 2.638 .683 --L.050 062 1.097 . 678 050 .. .... GLAZING BEAD,13116"IG V -9 784 1.115 4--1 @ #4067,6063-T6 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16" fig #4050A,6063-T6 #4051A,6063-TS #985C,6063-T5 Deb: (USED W/GRILL KIT) 4-1-cp 1'. V . 1070 TECHNOLOGY DRIVE FRAME CORNER DETAIL Wm—sr 7w7—mm,.: EXTRUSIONS N.VENICE,FL 34275 byw—wrv-- P.O.Box 1629 ALUM.SINGLEHUNG WINDOW,IMPACT �m chftfily D". NOKOIA19,FL$4274 Visibly Beam- A.LYNN 4LLER,P.E. F.X. 911105 J.J. 20107 SH700 J�Halfj�7 -, 11 la'."-4040-20 F FL P.E.#58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: ' W HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 1 34.603k 40.603 46.603 52.603 1 58.603 1 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: p U U p U U p U U p U U p U U p U U p U U 2 ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS c,"),O N Z Z MON Z Z M O N Z Z M O N Z Z M O N Z Z M O N Z Z M O N Z Z M O N Z Z O Oc�iO O�0C-4 O�Oc,0 O�Oc�iO O�OciO O�0 0` OND O�OU HEAD FOLLOWING DIMENSIONS. ROM TOP CORNERS WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.AX.FROM TOP CORNERS _ _ ..---. ._._ .. ._. -— -- .. . ._ ......_._--- ....__ _ .__ ... 15" AFROM BOTTOM CORNERS H,I,J,K,L 1 2 1111_iLl_]!J2 1 1 1 2 2 2 1j2 2 2 212 2 2 212 2;2 2 .2 .212 2'12 2 2 212 2 2 2 2 2 2 213 212 3 3 ANCHORS SNBELOTREQUIW MTG. ED AIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED A'B'M 1 12 1 1 1;1 1 2 1 1 1 2 2 2 1 2 2I 2 21 2 2 2 2 2 2 2 2I 2 212 2 2 2 2 212 2 2 21 2 2 2 213 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIESUSING THE DIMENSIONAL CRITERIA OF .. ,...._. _._.1-12 _....._ ... ...._ .. NOTE 2. H,I,J,K,L 1 211 112 1 212112221 2222222212222I222232222232I223 332233 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR ABM 112 1 1 1 2 1 1 2 112 1 2 212 1 2 2 2 2 2 2 2 2 2 212 212 212 2 3 2 2 2 -- 2 3 212 213 3 3 212 3 3 ARE FLA9"LESSGED INDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 12 1 2 2 2 2 3 1 12 2 2 2'3 112 2 3 2 3 212 2 3 213 212 2 3 3 3 2 2 3 3 3 4 3`2 313 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A �g M _.... ... ....... _. .__ MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 112 112 212 2 3 112 2 2 2 3 1I2 2 3 213 212 2 3 213 212 2 3 3 3 2 2 3 3 3 4 312 3 3 3 4 3 3 4 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C, ,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN _ _ __ _. -. .. ... .-_.. _ ._. 1 .2PRESSURE FOR THE 37.000 I J,K,L 2 2 112 212 2 3 1 2 21 3 3 2 2 3 2 2 2 3 2 3 213 2I 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 31' 3 414 RESPECTIVE SIZE 1 1 1 1 1 1 2 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A,B,M 2;21J22i223 1 221 2I32�22I3232I22I321321321331421333314 31331431533414 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 22 1222213212213232223232132132142I3333423 34353 -33144153344 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A B,M 2 2 112 212 2i3 2;2 213 21312121213 213 213 21312i4 213 3 3 3 ?i3 31q 31513131314 4i5 313 414 -9 TABLE KEY: C,D (,, 2 ...2..._ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 < 2 2 2 2 2 2 2 - - _.. . - [_41 - ... .._. _ _.. ...__. MAX.PSF 44.000 H,I,J,K,L 22222223222 32322332421333314213333142x3 3435 3331441531445 (DP LIMITED) 118 PRODUC] wse� 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ns—plying with the Flarida Ag M _ _ .__._. ; 1... .... onildi.gCode HEAD 2 2 2!2 21 2 213 2 2 2I 3 2 3 21 2 3 3 2 4 2I 3 3 3 314 2 3 3 3 314 213 3 4 3 5 31 3 314 4 5 3 4 4 15 JAMB ABOVE 2-3 Aceaptnnm ND 1 •o o PSF 79 79 L,+irn1t 1 umD , 21 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW aro P duct CDD1r ..�- -._ ...._.. .__. ..... ._2. .. . .. .. ........... .. ...._..._. _ .-.. . __ ._. d I 6y .. M' i ode ra 48.000 H,I,J,K,L 2 2 2!2 2 2 213 212 2 3 3 4 2 3 3'3 3 4 2 3 3 4 374 2 3 3 4 3�5 3 3 3'4 3 5 3 3 4i5 4�6 314 5 5 MT G,RAIL ' ABM 2 2 2 1 2 2 2 2 1 2 1 2 2 1 .2 1 2 2 2 2 1 2 2 2 3 2 2 3 2 2 2 2 212 2 2 21.11 3 212 2�3 314 213 313 314 2I3 3 4 3 4 2I3 3I4 315 313 3I4 315 3I3 4 5 416 3i4,515 (FULL DP) l:l'Irr,,, PSF 72 79 79 HEAD 2 C p p 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 :;•.. ;<; 53.125 „J K,L 2 12 2 2 2 3 212 2 j 3 314 213 314 3 i 314 3 3 314 31 5 3 3 4 4 416 3 4 415 416 3'4 5 6 Mf G.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW B,M I , � . _ 1 14,415, _.. I ... — MfG.RAIL 2 212 2 2 2 3 2j2 2�3 3 4 2I3 4 3 4 2!3 3 ;4 3 3 314 3 5 313 4 4 415 313 4 5 4�6 3:4 4 5 01l16 ROrcd BY• Dele: RrvnbnA fin"' - .. -;.1 ANCHORAGE SPACING, 1/1 WINDOWS ae oe1n. Rarlslo,u: 1070 TECHNOLOGY DRIVE ','•;.: N.VENICE.FL 34275 Ttl` i, 'I:.,;�;: ,._.1,•::`''' WMIFRONtlma.• � ALUM.SINGLE HUNG WINDOW,IMPACT ' P.O.80)[1529 ,,, s q,,,,,,,,, R.. A.LYNNibi11LLL�12,P.E. D—By.D-t- a D.: NOKOMIS,894274 Visibly Betrer e F F.K. 7129/05 J.J. 2/23/07 sH7oo NTS 8 11 4040 20 FL P.E,#58705 Y ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 1 37.155 44.655 1 52.155 59.655 67.155 7.4.655 76.000 3-#12 SCREWS ANCHOR TYPE.-- UZ0 U U 0 U U �❑ U U ❑ U U ❑ U U 2.ANCHOR LOCATIONS ARE BASED ON THE Z ZZ z0 Z Z zZ� 00 U ❑ cWINDOW GLASS NO NO OOOOcONOO0 0c 0 0cliO0 O FOLLOWING DIMENSIONS: WIDTH TYPE C) U U U HEAD-181/2"MAX.FROM TOP CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 15"MAX FROM BOTTOM CORNERS H,I,J,K,L q` 1 212 21�1 212 2 2 21 1 2 2 2 2 2 2 2 2 2 2 2 2 21 2 2 2 21 2 2 2 3 2 2 2 31 P 3 2 21 2 3 2 6"MAX.BELOW MTG.RAIL R 19.125 1....�..... i... ..�._ 1... .. . . �.... 1 . . .�.. 1. I. 1.. .1 ...�. _.�.... .:� . .. 1... ...1 �.. _�_.......�_. SILL-ANCHORS NOT REQUIRED A,B,M 3.INSTALL PER THE ADJACENT TABLE ANCHOR 1111 1 1 1 1 2112 211 212 212 2 1 2 2 2i2 212 212 2,2 2 2 212 212 2 2 212 3112 2112 312 3 2 2 2 3 2 PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. _ . .. 24.000 H,I,J,K,L 1 1 1 1 ill 2 2 1 1 212 211 2 211 2 2'2 211 2 2 2 2 2 21 2 2 2 31 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 1 2(2 1 1 211 2 212 2(2 21.2 2 2 2 2 212 2 2 212 312 312 2 2 3 2 312 212 1312 3112 212,312 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G. 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A __._,_ _ _.__.... ._ ..._.--[i L.. BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 H,I,J,K,L 1 1 1 1 1 1 2112 2�2 2 2 213 2 2 212 3 3 2 2 3 3 313 3 2 3 3 3 3 2 2 3 3 413 3 2 4 3 413 3 2 4;3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M __1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1 1 1 1 2 2 2 2 2 2 2(3 2,2 2 2 3 3 .2L2 3 3 3 3 -312- 313 313 2 2 313 4113 31 2 41 3 41 3 31 2 41 3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS .._. . ...__.... ...... .... 1............. AVAILABLE. 37.000 H,I,J,K,L 1 1 1 1 1122222122322233322333333433113312 33433124134431243 1 1 _1_ 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M .1 1 1 1 1 1 2-12 212 2i2 213 2 2 213 313 212 31313'13 313 4113 3;3 3j2 3113 4;3 3 2 4 3 414 3112 413 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 212 213 2'2 313 3;3 212 3�3 4�3 3 3 4;3 3;3 3�3 4.3 4 4 3 3 413 414 313 513 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -1T 1 1 1 1 1 2 2 2j2 212 213 2112 3;3 3;3 212 3113 4113 3�3 413 313 3 3 4113 4j4 313 4i3 4114 313 513 TABLE KEY: PSF 49 79 56 79 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 917 PRODUCT REVISL•D 44.000 H,I,J,K,L 1111112221222313212333142113334143134113443341344334134143354 HEAD ucmptynrg�with um Flo" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 f3nildnia Co e A,B,M _.__.._._.. _. .. .......L. _ I.- _._. JAMB ABOVE 3 3 Acce pnncc Dkr l 0 14.Cro a -11-1, 1 1 1 1 2 2 2;2 2 2 3 3 212 31 3 314 2 3 3'1'314 4 3 3 4,3 4 4 311 3 413 4 4 313 41 3 4 4 313 514 [s truck Detc a 2D21 MTG.RAIL PSF 45 74 59 74 79 79 rev C,D,E,F,G, 2_ 2 _2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2... JAMB BELOW M;n,; ,�evroa�raRxir 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 3 3 212 311 3 3 4 3113 3 3 414 3 3 4 4 414 3 3 414 414 4 3 5 4 4 4 411.3 514 MTG.RAIL VC,D,,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111111 222122233223133114313334(43134144143(34114141-41413 5(4411443514 (FULL DP) HEAD 2 49 67 46 67 76 79 "' 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 — -- — , 53.125 RAIL 11111122222233313334143341441143134144431344511543545154354JAMBBELOW22 2 �21 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3— — — — _.:_. _. _. _ MTG.RAIL, , 111111223331331;34f4 ' 34`44143341144!43134,4511443545;441354 y�6 RY„eer ooro: ReNebv: 0B0Of^°p' P T ANCHORAGE SPACING,STANDARD VIEW 1 ovseey. o: RovWOM: 1070 TECHNOLOGY DRIVE '.�•�" "�: +..1;'iQi N.VENI139X120 ALUM.SINGLE HUNG WINDOW,IMPACT LYNN R, RevW 9y feta• ReHslpne: P.O.139X152034 sana,.maem. — sI Q,„„- LYNN MILLER,P.E. omen oY:ooro: ohotlrodH oafo: NOKOAIIS,FL 34274 l/tsibly Better F.K. 7/28/05 J.J. 2/23/07 SH700 NTS 9 11 4040 20 F FL P.E.#58705 r ANCHOR QUANTITIES ABOVE MEETING RAIL(HE8D8'JAMSS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT-tAuLE7. ANCHORAGE NOTES: WINDOW_ FN5OW HEIGHT MINUS SASH HEIGHT FROM TABLE B. 1. ANCHOR TYPES: I-1/4"ELCO TAPCONS SUBSTRATE: 17.125 1 22.668 28.211 33.754 1 39.296 1 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: 7_�n 0 o oln 01"zo 0 0 0-() 0 0 o 3.#12 SCREWS 0 z Z - ci (9 0 z z 2.ANCHO ONS ARE BASED ON THE FOLLOWING 0 0 0 � 0 0 0 3 IS 0 0 o-o 0 3 Z Z 0 Z Z 0111"I -jnC'('40j—ojqoN 04 ol 0 cli "I o cq Cq Cq 04 0 0 cq WINDOW GLASS R 61- 8- - --- - R LOCATI 0 0 0 0 0 0 0 0 0 DIMENSIONS: WIDTH TYPE Ll 0 L) C.) HEAD-181/2"MAX.FROM CORNERS D,E,F,J, 1 1, 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS 19.125 K,L 1 1 2 2 2 2 2 2 2 -2 -2 2 2 3 -3 3 2 3 3 3 3 11 112"MAX.ABOVE THE MEETING RAIL D,E,F,J, I I 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL 1S'MAX FROM BOTTOM CORNERS 3 SILL-ANCHORS NOT REQUIRED 1 3 3 2 3 3 2 3 1 32.000 D,E,F.J, I 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7.AND 8.USING THE i DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR K,L 1 1 1 2 2 2 3 3±3 -±32 4 3 24.000 K,L 2 2 PSF, 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D.E,FAI I 1_ 1 1 22_1_1 1_ 2 1 2 1 1 2 .2 1 1 ]_2 2 1 1 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW Tr 6 K,L 1 1 1 2 2 2 'i 2 3 3 3 -4 -3 3 -4 1 3 1 41 4 5 5 1 4 WINDOWS ARE 12 518"MIN.TO 38"MAX, TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2. 2 2 2 1 2 2 2J.5 2 2 2 1"LESS. 1 1 3 2 - 4 4_[ ? K,L 1 2 2 2 3 3 3 4 4 5 5 1 4 6 6.DESIGN PRESSURE LIMITATIONS: 2 5 1 iln� 71 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSF 79 76 79 77. 79 79 9 1 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.1000 D,E,F,J, 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS - I . _ _ 371- 1 -6 2 _Y_ 5 4 4 - 73 5 1 K,L 4 4 5 4 5 1 4 6 SHOWN IN BOLD, OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 2 2 3 2 2 2T 3 2 2 3 2-72 GLASS TYPE IS 4&000 D�EJ`J, 2 2 2 2 2 2 2 2 2 2 RESPECTIVE SIZE AND 1 2 2 2 3 3 3 iiI 4 4 4 4 5 K,L I f 1 5 5 4 5 6 AVAILABLE. 'q PSF j 71 1 179f 74 66 77 69 69 TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 3 2 2 2 3 2 3 2 3 1 -4 ��j �3] 5 MkX.PSF K,L i 1 1 -4 4- 4 8 6 6 6 6 6 5 7 0 (L)V LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT, HEAD, 2_1 TABLE 8. JAMB ABOVE SASH HEIGHT WG.RAIL SUBSTRATE.- 12.776 15.776 18.776 21.776 1 24.776 27.776_ 30.776 31.108 ANCHOR TYPE, 0 01 C) 0 o L) 0 a 0 0 (FULL DP) Z ci r 0 z - z 0 � z - z � 0 z 0 z z 0 C, z - z z 0 z Z C', z - '4 - 0 8 cli oz OZ WINDOW 4 0 csi 0 0 0 0 ci 0 14 0 HEAD 2 L) L) WIDTH I I JAMB ABOVE 4 PRODVCfRFVL5M. 19.125 1 1 -1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 MTG.RAL ,mplying,,41h dw Ftmid. 1 2 2 2 2 2 —2 2 2 2 3_F2 2 3 2 2 �d,W, 24,000 2 1 1 2 """U ONO 0 1 t on[rine ±_L2 'A�, 32.000 2 1 2 —2 2 2 3 2 2 3 —3 2 3 3 4 1 2 3 4 2 3 ia— 2 3 79 37.000 --T-i T 2 2 --2-1-2 -i-ETT-3 4 1 3 1 3 4 3 4 ii ae pt 2 3 1 2 1 3 TABLE 8.KEY: Dauer coatr 40=0 74 + MAX.PSF 2 F2T2 2 2 2 3_ 2 3 _3_[ Tj_3 3 1 3 3 --4-T-3-1-3 -4-T-3-f-4 4 3 4 (DP LIMITED) 1121 44.000 68 78 1 JAMB BELOW 2 2 2 2 3 2 3 3 3-F-3 4 3 3 4T 3-1-4 5 3 4 5 3 4 MTG,RAIL 63 72 79 2 2 2 2 22 3 :71 3 3 -4- T-3 4 (FULL DP) 53.125 73 !�B 616 72 JAMB BELOW 9 . 2 2 2 _2 2 243 3 3 4 3 4 4 3 4 5 3 4 76T-3-f-5-IHI= MTG,RAIL R..dBr V.1' R owM-4 Re C NOLOGY DRIVE ANCHORAGE SPACING,CUSTOM VIEW N.VENICE,FL 34275 TE y�sr P.O.Box 1529 ALUM.SINGLE HUNG WINDOW,IMPACT 1� NOKOM16,FL34274 Vibly Better A.LYNVMILL��,P.E. F.K. 123107 10 - 11 4040-20 F FL P.El 58705 EXTERIOR INTERIOR171") NOTES: __r WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 1-3/4"MIN,EDGE— (ALL HEAD AND SILL DETAIL (SEE NOTE 2&3) APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13/4". (SEE NOTE I&3) 2x WOOD BUCK Z FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE$112 STEEL SCREWS(G5)OR (SEE NOTE 4) 1"MIN.EDGE 114'SS4 CRETE-FLEX. 3.35 KSI MIN.�. . I I . 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE zs I 318"MIN.,1/4"TAPCON 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE t: -i,314"MIN..114-CRETE-FLEX TOTAL THICKNESS IS LESS THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIO11A. 13/8'. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU,WOOD BUCKS DEPICTED AS 2x ARE WOOD'BUCK MIN. I 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE N ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. OTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF lw_114" 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 114 MAX. 7 ��7 OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1/4" 13/8" MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1/4"MAX.SHIM I__ MIN. MIN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT, 1/4"MAX.SHIM 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. --T 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1-3/4"MIN EDGE1 MI NWITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, .EDGE EDITION. Ito CONCRETE ANCHOR, p WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(SEE NOTE I&3) p RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE OR 1.5 KSI MIN,CMU INTERIOR (ALL JAMB DETAILS) lx BUCK OPTIONAL WITH SOLID CONCRETE L 2x WOOD BUCK EXTERIOR OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) lu DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN.EDGE 2-1/2"EMBEDMENT— MAX.— - SHIM 1/4' WOOD FRAME MAX. WISED u I pytoDuctiLl WOOD FRAME SHIM n lwiwng cod. 518'MIN.EDGE ME .131"DIA.MIN. M rA 2-1/2*EM EDMENT X 2 1/2-NAIL, .131"DIA.MIN. AT CORNERS Or x 2112"NAIL, AND F'O.C. Munni)ode Product Uw AT CORNERS rWOOD FRAME AND 5"D.C. IVIIIJ [IIIIIIIIIIIIj 518"MIN.EDGE 114" .131"DLA.MIN. 7. x 21/2"NAIL, MAX' SHIM AT CORNERS AND 5"O.C. I 2-1/2"EMBEDMENT DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE 1070 TECHNOLOGY ANCHORAGE DETAILS IDRIVE N,VENICE,FL31275 P.O.BOX 1529 ALUM.SINGLE HUNG WINDOW,IMPACT NOKOM19,FL 34274 v&l*ant— A.L�N� MI&R,P�E. F.K. �_-OiE'm tzl"; �A3107 woo iw.-4040-20 F NTS 1; 1 11 FL P.E.#58705 Florida Building Code Online Page 1 of 2 If F �k - V x a i y BCIS Home F Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications p FBC Staff BCIS Site Map ; Links Search Ford@ Oun: Product Approval 1?'1 !�� Public User 5-yl _ }] h r Crr y Product Approval Menu>Product or Auolication Search>Anniication I..ist>Applicatio Detail MAR ?1 O 201? ' FL# FL261-R10 PTiNG� IT Application Type Revision Code Version 2014 St. Lucie L,0unt�'. Application Status roved *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 Indi� �,' Address/Phone/Email 1070 Te nolo Dri ` North Ve,jjce iFL (941)486x0100 xte 2 druartin us' ",drat Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category (fWindowsSubcategory ns 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 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/25/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 3/30/2017 Florida Building Code Online Page 2 of 2 Summary of P ducts FL# Model,Number or Name Description 261.1 IMullions for All Doors and Windows Aluminum Vinyl Mullions Limits of a Certi gent 'icate Approved r use in HVHZ:Yes 261 R10 C CAC 16-0218. df Approved for a outside HVHZ:Yes Quality Assurance Contrac Exp"" x 'anon Date Impact Resistan . 5 05/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance((OA)forFL261 R10 it 16-0218.03.odfproduct performance information,and mullion clip anchorageVerified By:Miami-Dade BCCO-CE Created by Independent Third Pa Evaluation Reports Created by Independent Thir arty: 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: es I�ne�1 rCFeck Credit Cara Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 3/30/2017 MIAM FDADE WAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder 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(hi 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 co the Flork a Building Code, including the High V ane one: DESCRIPTION• eries"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DO NT: Drawing No. 6300JR, titled "Impact Resistant Al u e Mullions", sheets 1 through 25 of ated 08/29/11, with revision B dated 10/10/14, signed and scaled by Anthony Lynn Miller, P.E., bearing the ml iami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABE,LING: 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-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 hispection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 111140 Approval Date:April 14 20 age 1 PGT Industrie Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under NOA No. 10-08.19.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. � ylamte a ez,P.E. Product Contfol Ykanihier NOA N4—.f6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. al Manuel ,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 I SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BE 9C x kk EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........._...............1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS...............................1 o FIGURE 1: ELEVATIONS..................................1 MULL TO 2X WOOD........................2 0 0 MULTIPLEOPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X 8 MASONRY..............2 o Y O MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 d SEE DETAIL RECTANGULAR NOT HAVE A GAP OF MORE THAN 114•FROM THE CLIP. MULL TO MASONRY.......................3 A•O,G,H; l S}IApE SHEETS 2-0 MULL TO STEEL STUD...................3 _ —— 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................•3 }}.... f�T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 ul ,� W r i III / �� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.....................4 rr BAY MULL INSTALLATION.........._..4 �} �/ \\ 1 X 2 X.125 MULL SPECS...............5 J W 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 2 X.376 MULL SPECS...............e = INSTRUCTIONS. 1 X 2.75 X.376 MULL SPECS..........7 I \ 1 X2_75 K.65 MULL SPECS...........8 � Z a 1p o SEE DETAILS II \I W O Q ATHRU G; / �Y � �i 1 61 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL sPECS........e m O p F— SHEETS 2-3 Iy Imo_ -- - I _L 1 SrTMDEIc LI ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4 X.376 UL MUL SPECS..,,11 Q ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN f' -I \ II SHEETS ; 1 X 4 X.376 U MULL SPECS........11 J III / I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X3.18B X.265 MULL SPEC5...12 W OPENING U1.26X3.25X.100 MULL SPECS,...,13 W z' MLL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS 14 ? g LENGTH FOR 1,26 X 3.94X.624 MULL SPECS.....15 p'S �zL1 HDRµOLL NTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4X.25 MULL SPECS.........._....18 J Q o Z SEE DETAIL E, 2 X 6 X.26 MULL SPECS................17 � BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 1,26 X 2.11 X.126 MULL SPECS....18 r• AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 30'X3.2BAY MULL SPECS.........19 Z )- 4 � p 45'X3.265 BAY MULL SPECS.........20 Q Zr- MULLION 8 CLIP DIMENSIONS......21.23 F-• Z' OD O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S EXAMPLES 1 6 2..............................24 J p o= PRODUCTS MAY LOADING EXAMPLES............._.......25 W Q BE OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Lu MiuR60 UST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH a Z 0) U) BY Pct. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U 07 LLI Z.O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ go N N SEE DETAILS a HORIZONTAL / A-D.G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 411 MULL — SHEETS 2-3 W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL — LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT1 FOR THE OPENING USING THE ASCE-7 STANDARD. MULL'1 LENGTH I` PENINO WI I`HORIZ MULL LENGTH---{ 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULARITRAPEZOIDAL'. OPE LNG _— _ 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED HEIGHT L I nscumplying with the Florida FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building Codo OPENING MULL HDRIZ. VERY. MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN pcaptencu No HEIGHT LENGTH MULL /y MULLEP1}. pim11 Dale r2Q7,( LENGTH OVE,FIND THE VALUE IN THE NEXT COLUMN CAPACITY REQUIRED LBS,THIS VALUE By OR L —1 REPRESENTS THE W NDLOAD TRANS ERREFROM THE SAME TABLE USED IN STEP 4)D TO THE SUBSTRATE BY THE ANCHORS AND MUSTHBE MET TO ATTAIN THE FULL MULLION CAPACITY. Mimi o hoduct Cm I OPENING WIDTH \\ II SINGLE MULLION SIN LE MUL N _FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \�\\ .( LYNN q,1 OPENING WIDTH ANCHORISUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `` \ON••"""••,74(, /rr FOR VER TICAL MULL CAPACITY IS MET. �\ \,1GENgS •,Cp SEE CORRESPONDING DETAILS MULTIPLE MULLIONS t1[ FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE = •;` No.5870:1 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED; O •� ',( ' •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)VERIFY THE DESIGN PRESSURE ELATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '�� ISIVEF •ANS}IAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �'\�'•.,F�ORIDP;••' G��: •ALUMINUM DESIGN MANUAL,AUM-2010 PRODUCT ASSEMBLY. r, �� •••(•p• �\ ` •AISI-5100-07IS2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT. A.Lr},N� I},4C{R7`�`E. FLP. 58705 p�n O R, [I, O DETAIL A: DETAIL B: -MULLIONo H MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR a�4 OR WOOD FRAMING WOOD BUCK AND MASONRY AND /—PER SUBSTRATE, ATTACHMENT SEE SEE TABLES 1846B LL (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, N I I MULLION SHEET 1. Z N SEE SHEETS ° j° I MIN 2.7 KSI •'. EDGE W I I 21-23 FOR HOLE d I I CONCRETE OR CMU I I DISTANCE, EITHERTHE LOCATIONS I ,1 I--�FSEE SEE TABLES _ STANDARD OR - e OFFSET MULL ° EDGE e I FOR MASONRY � -1S I EDGE DISTANCE 18.168 CLIP MAY BE I DISTANCE ° INSTALLED BY ° ° I I I FOR WOOD e I I I ANCHORS ? N CD THIS METHOD. , SCREWSQ I I SIDE VIEW Z 260'MAX FOR q ALL MULLIONS ° �e ° D J a' a ERHER THE OFFSET MULL Z 55 °d CLIP MAYBES W u a EXTERIOR ° INSTALLED BY Z) F P TILL G EDGE THIS METHOD- Q ? LZV GDISTANCE G G FOR a0 N O MASONRY THE OFFSET CLIP IS ANCHORS f.. co RECOMMENDED FOR ° o 0 EXTERIOR °d AM WINDOWED FN-FS TMAY W Q ALSO BE USED FOR OTHER FRAME TYPES. I-LU cn Z Q 0_g z;o so TYP.ANCHOR TY '�� TYP.ANCHOR PER SUBSTRATE, PER UBSTRATE, PER SUBSTRATE, SEE TABLES 18.168 SEE A-O 18.168 SEE TABLES 1B•160 EDGEIEND DISTCE BUCKSTRIP ANAND SEETABLES -G ATTACHMENT 15.160 7 EMBEDMENT BUCKSTRIP I BY OTHERS, AND EM OMENT" SEE NOTE I, ATTACHMENT r SHEET 1. BY OTHERS, SEE NOTE 1, - '" MIN 2.7 KSI CONCRETE OR CMU HID SIDE VIEW FRONT VIEW 0,a niply a vithOwFib" no,ding Coda FRONT VIEW AVMptun"N. X21 Bx imUm Date INSTALLATION NOTES: By Miami de product Ca�1d 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 1 I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \, ��{1,YNP) ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHORDISTANCE,THE �1`t�`,•••\1CFNgF '•.F�Q CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. `-''C� No.58705 -_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. �r--;'-- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. � T•. �n S iIGOF 5)FOR MASONRY APPLICATIONS INMIAMI•DADECOUNTY,USEONLYMIAMI-D ADECOUNTYAPPROVED �.•'•.F1018O?•'',jam: ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. �i�S'S/UIV N,(Gr A.L{NNtMILLER,P.E. FL P.E.#58705 DETAIL E: „ DETAIL C: —1 .126 MIN. MULLION TO MULLION INTERSECTION NOTES: _ MULLION DIRECTLY ATTACHED TO LLION (U-CLIP) .. MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE"OR`CROSS- o (STANDARD CLIP SHOWN) _ �� INTERSECTIONS. VARIES si 2)MAY BE INSTALLED HORIZONTALLY 4 (SHOWN)OR VERTICALLY. I TVP.ANCHO =.- ul (V EITHER THE I I 1 —PER SUBSTUBSTRA , STANDARD OR SEE TABLES 18-38 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 1 S s m r OFFSET MULL I i TOP VIEW FOR CORRESPONDING MULLION. Z CLIP MAY S I I I EDGEOI TANCE MULLION INSTALLE08Y II 9 THIS METHOD. I OCHORR MA S NRY VARIES+-----f J W I I a I 02 STEEL SCREWS, _ _ SELF DRILLING OR PRE-URI1.L '5 U) MULLION AND USE SMS m m o u = z coto EXTERIOR "a a MULLION H Z A , O EDGE DISTANCE THE OFFSET CLIP IS ` \` '� F- m RECOMMENDED FOR Z U� ANCHORS n FIN-FRAMED V LINTERSECTWN g k E WINDOWS,BUT MAY U•CUP t ; 8Z ALSO BE USED FOR 8 a OTHER FRAME TYPES. EXTERIOR Q Z r y- TYP.ANCHOR PER SUBSTRATE, d Q Q O Z N CD SEE TABLES 18-138 ZZ - TYP.ANCHOR SEE SHEETS 21-23 FOR � f--B "p t PER SUBSTRATE, HOLE LOCATIONS QQ,� �' o BUCKSTRIP Cn ...T AND SEE TABLES IB-13B FRONT VIEW EDGE w ATTACHMENT DISTANCE H .. BY OTHERS, SEE TABLES EMBEO�T• a •• SEE NOTE SHEET 7 7, 18-138 ¢ Z Q O O . DISTANCE �_o m O s'.O ~SEETABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 23 KSI CONCRETE OR CMU 18.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR P /�PER SUBSTRATE, ` / SEE TABLES 18-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� `.°\� SEE SHEETS © PRODUCT REVISC•D ` ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR I*complying with Iho Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Build'u1g Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acap4 W M NoiG-&y 0.63 MULLION Expilnll Uale WZ) 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. `� By 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ® Dada °L 5)FOR MASONRY APPLICATIONS INMIAMI-DADECOUNTY.USE ONLY MIAMI-DADECOUNTY APPROVED I. EDGE DISTANCE � \-Y�lI\I/1 ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. SEE TABLES \ \��..•••N•. 1111 FRONT VIEW FOR e CA AN COMPLIIANTWTHTEL STUDS THINNER TH THAN BUILDING 1B-13B �`rn•��CENs�''•�P CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. EXTERIOR USEWOOD ANCHOR SPECS SIDE VIEW 1 Y ' N�D NOTES: ;u ` 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ��'•, S G OF :•`� � Lj: ANCHOR VALUES MAY BE USED. "0 '• 2)SEE CORRESPONDING MULLION TABLES, �'��S f3ICS SHEETS 5.20,FOR QUANTITY OF SCREWS. A 1L'YNNjC 14LEA,P.E- FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP)' o 0 SEE DETAILS A•E, oz O SHEETS 2 AND 3 FOR INSTALLATION 30'OR 4V TO SPECIFIC SUBSTRATES. BAY MULL 04 MULLION ` II u'5 CO O O O lIi I, O �� W O O O O O O J O O TOP VIEW N LL SIDE VIEW I L) 00 0 SHOWN WITH VX 4•X.120" TOP VIEWZ 4D I I II j u7 M ^ MULLION I I I F- F 0 J L•/sJ 1 I I 1 TYP,ANCHOR / EXTERIOR I I i / SEE TABLESR1600R 168 Z f)g m I TYP.ANCHOR I 1 F- 8 STANDARD MULLION CLIP 1 PER SUBSTRATE, I I EXTERIOR N Z MODIFIED TO FIT FIELD SEE TABLES 16.148 4� 1 1 Q ? r CONDITIONS. I I r r T X V ANGLE CLIP, Z Z Q W 1 I 1 2 PER MULLION END,MU ST BE N r I I __ I I I INSTALLED INSIDE OF BAY MULL. I<- HFQ BZ OO MULLION O O I I I I I J o O ar .\ I I I I I I I O 11J Q `Q. j I 2'XWX.125' F U) (n. I ANGLE CLIP, 1 I I 2PERMULLIONEND, a Q 0 0 I I I MUST BE INSTALLED d 4 Z�(n (n 1 1 INSIDE OF MULL. �'1F✓�oS m0�0 I o d � a d� TYP.ANCHOR b PER SUBSTRATE, SEE TABLES 1B-146 INTO WOOD, L� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR (DEDpE O�ypNOtl .�' �`E9, ^RC.LIUL"T RGVISC•D pER m complying\vIN the Florida Q� F Building Code © ® INTO WOOD,STEEL, Acccpinnco No 14-o218.O^d4 © ® ALUM,CMU OR MASONRY 1 EDGE O Espirollon Datc 'WZ) DISTANCE By PER ANCHOR Mi9I111 a FToduM EDGE DISTANCE— PERANCHOR G NOTES FOR INSTALLATION OPTION G&H: NOTES FOR INSTALLATION OPTIONS F: O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .��,••'�\CENSE '• h' 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.1 V X.125'MULLION. 2)DETAIL G:SEE TABLES 113-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE .t• PJD 56705 LOCATIONS. = r 2)SEE TABLES 1 B.13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. ry LL! 3)DETAIL H:SEE TABLES 16B OR 166 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ;.,0•'•,� a I( K ��- TL :\�U�` 3)THE 2X5 CLIP ISNOT SUITABLE FOR THIS APPLICAT40N. LOCATIONS. �'��iC��•.,PLOR\n�"'• C� A'Uy FL 58705 TABLE 1A ® mA Mullion CapacIty Table Ibeffel Opening Width(for ver(ically-Spart irg mullions)or Opening Height(for horizorlally-sparring minions) 601n 601n 701n 60 in 9e to too in 120 In 140 in 1601n p Reelangtlm TrepfMang• [.2 ngular tBp/R1ang. RectengWar Trepl7deng. RectsrgWer 7yep/1H.rg• Reclangder TreplTMng. RaclengNar 7replTdsng. Racfsngalet Tr. Bang. Rectenpder Treprninng. Rcclftc in Trap7dang. �y 1x2x.2g Leadln0 Londin0ding loading Loading Lo.dIM Loafing Loadsg Loading leading Loading Loading Loaddng Loafing Loading Larding Loading Loadng roy U Alum,Tubs .�^ .� a .� ,: ;" s .� , �' r L � ,. MmnSR N � � 0o42W 111.9 408 128.6 332 408 118.6 325 79.8 108 107.8 321 69.9 ;OB 109.4 319 821 108 tOLO 3111 65.8 408 504.0 319 1e,e406 104.0 319 39.8 4011 501,0 319 35.0 ;08 404.0 319 W46In 74.9 312 836 268 312 73.4 252 53.5 312 67.0 248 46.8 312 632 246 41.6 312 61.3 244 37.5 312 81.0 244 31.2 312 61,0 244 26.e 312 61.0 244 23.4 312 61.11 244 50.625In 63.9 281 70.6 234 281 61.6 228 45.6 281 55.7 224 39.9 28t 52.1 222 35,6 285 60.1 220 31.0 281 49.3 219 26.6 281 49.3 219 22.8 281 49,3 218 20.0 2111 49.3 210 W o O m 64 at 528 247 57.5 207r244.0 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 184 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.f 1113 16.4 247 313.1 193 en C 601n 384 200 41.2 170 200 36A 168 27.4 200 31.5 163 24.0 200 26,9 160 21.3 200 27.1 189 19.2 200 25.9 157 16.0 200 26,0 156 F' _J.I 831n 37.1 181 35.3 165 181 30.3 162 23.7 181 26,9 149 20,7 tin 24.5 146 18.4 181 22.0 1M 10.8 101 21.7 143 It 66m 26.6 1% 30.6 142 165 26.1 139 20.0 165 23.1 136 16.0 165 21.0 134 ? L�j 721n 22.2 139 23.3 120 139 59.9 116 15.9 130 IL 416 N 1z 761n 18.9 126 10.7 fog 125 18.8 107 Q J d. 781n 17.5 118 192 104 F- J Q O N r TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Tablefibs) .,,,,,,,,, to N 8o Substrata' 2.7k Cencrela 3,5kC.. Hd-CMU FEE CMU PT Wood MOW (DP,)X(ANCHOR CAP )=ANCHOR CAP.- MULLION CAP.,_- AnchorType: 3118'Elco llitni en 174'Eko Uiaaow 5118-Elio 3MV Etc LHUmw 114•Elco Ultracoa 114'SS Eko 5118'Owt!4'S6 Eko sio Steel N1291ee1 tl1261ed X Anchor Clip Patterns ulbacw AggreGcW Ultrecw AgamS.tw Semr(G5)Screw(G5) Screw ios) USE THIS FORMULA TO OBTAIN THE'ANCHOR �( Edge paWMe 0n): 1' 2•+7C t• 2-t7r 3-118• 1' 11401b. t• 2-lir z• 3-sI8' r o.ae• 0.54• 5.324• CAPACITY REQUIRED"CORRESPONDING TO AN U Q Embedment(lay. 1.3'4• 4114' 1.314• t-314' 2• 1-114• 1-114^ t-tk• t-114' 1-114' 2' 1.31a tJla• wriea ACTUAL PRESSURE REQUIREMENT FOR THE O O 2 Ancnmc@4.75•Min.O.C.l Standard or Offset Oiy(Fig.tk 390 bs 390101 4501ba 890 too 15441m 270 the 354 bs 740 Ws 374 The 664 ltw 946Ibs 3411b5 4421b. 560 tea OPENING,WHEN IT IS LOWER THAN THE MULLIONte D' Z�i'Q s.O 4 Anchors®1.15•Min.O.C,/Slandwd(or Of.eI)Cep(Fig.2k 4601bs 7001ea WA WA WA WA WA WA WA WA WA 6821bs 66I 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®3'M m 0.411(2)205 ArQIe 121ps I(Fig,3} 780 ma 780 Ws 680 W. 1555 tm 1896 W. 540 roe WA 760 b. 7401bs 880 lb. 18821bs 68z Ws tla5lb. +120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR S 2 Anchor.®0.45•Min O.C.I U47ip,stto.l2V AUu (Fla 41 WA WA WA WA WA WA WA WA WA WA WA WA NM 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY I AnctwI FC9p(Fg.57 195 be 195 The 225It. 445 We 82210. 135 r. 177 Ws 37/Bp 1871bs 3321bs 473W. no be zzt tea 2135 ba ADDITIONAL ANCHOR OPTIONS FROM THE 2Anehors191.15'Mm,0.01 F11 F'.8. 240 Ws 35091 WA WA WA WA WA WA WA WA WA 341 We 442109 SBO lbs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • • • • PRODUCT RL-VISBD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Fluids SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' Building -� �-- Builth atter NO 16'4' .)8'7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. r Ex imti Date FIGURE 3: 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23 I Mi Miami d Product . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L •125" ,`� ��Y�N•Mi��FR�' FIGURE 4: FIGURES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED •'�1GENSF YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' C THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX T X.125'MULLION Z 1,, p10.567C)5 LEAST THICK AND 04CREW THREADS BEYOND TMATRIAL#0&#2 ANCHORSS INT0WOD MAY BESTEEL,18S S.OR103.S- _ _ LU T TE OF ij A.LYNNTy1�4 �;A\.E. FL P.E,#58705 TABLE 2A Mullion Capacity Table Ibse Ak # Opening Width(for wNcalty-6pan7Yng mUllons)or Opening Kolght(IDr horizontally-sparring mullions) G'E' 501. 60 in 701. 1 001n 901n 100 In 120 in 1401. 1001n p Fu NnBula Twprrd.m. Re41agular Twprrdarg, Reotalgutar TrdpRdaq. Reclargidar Trepndarg. Reclangular Trap7Tnaig. Rectangular Tap?darG Rectangular TraplTdwq R ftvoNar TrapRdanB. Rectagular Twp(Tdang. C 1%2%.376 Loodirq loading Loading Loddlog Loading Loamng Loading L.91 Loading LwIng L.addg Loading Loading Loeolrg Loading Loedlrg Loedln0 Loading Alum Tub o_ §•.. F r F s 2• F ,� '„ M011[on g G G a G N 4xN 5740 6710 170.0 435 155.3 6$ 170.0 470 129.7 882 1TO.D 606 113.6 9r1 169.b 81B 1009 662 168.8 617 90.8 602 180.0 617 75.7 662 166,8 557 649 662 100.9 617 66.T 682 160.8 617 481. 121.8 tiOT 136.0 410 101.4 507 119.200.9 607 100.7 4W 78.0 507 1028 399 67.8 507 99.6 397 60.0 507 99.0 398 60.7 507 99.0 396 43.4 507 99.0 396 39.0 607 99.0 396 60.62b In 100.7 468 1146 370 86.4 456 RD 74.1 450 80.5 364 848 456 84.6 9b0 57.8 456 01.3 357 61.8 466 80.0 355 432 456 80.0 356 37,0 458 B0.0 356 324 450 80.0 356 TL >o N 541n 85.4 400 93.3 338 71.2 400 D0.0 61.0 400 72.7 322 53.4 ADO 67.3 318 47.5 400 84.0 315 427 400 62.3 314 35.8 400 51.8 313 30.5 400 61.8 313 26.7 400 61.6 313 W Q 0 im Go In 62.3 324 60.9 276 51.9 324 57.5 446 324 51.2 264 309 324 48.0 260 346 31A 43.9 257 31.1 3M 420 255 26.0 324 446 253 222 324 40.5 253 195 324 40.6 283 fMp 0) C 631. 53.8 704 57.4 252 44.8 294 49.2 246138.4 294 43.0 241 33.6 294 39.a 237 20.9 294 37.1 234 28.9 294 35.2 271 VA 204 33.5 230 19.2 294 334 230 16.0 294 33A 230 'S 681. 46.8 268 49,6 230 39.0 268 421 37.4 26e 37.5 221 _!!-_2 26B 341 218 26,0 268 31.6 215 7.aA 268 29.0 212 19.5 268 20.1) 210 10.7 268 27.7 209 14.6 268 21.7 209 Z (n �• 721n 26.9 225 37.9 196 30.0 225 322257 225 28.4 188 22.6 225 26,8 105 20.0 225 23.5 102 180 225 221 100 560 225 20.3 1Y7 129 225 18.6 176 15.3 225 59.6 176 W x� 75 In 30.0 202 320 177 T5.5 'Ml 27.221.9 202 23.0 170 19.2 202 21.5 167 17.0 202 19.7 105 15.3 202 15.4 163 125 202 16.7 160 10.9 202 15.8 158 9.0 202 15.6 150 J N dZ 78in 28.3 192 28.6 168 238 19'2 25.1 165 20.2 192 220 162 17.7 192 197 169 1.153 191 18.1 157 14.2 192 16.8 155 11,8 192 15.2 152 10.1 192 14.4 150 a9 192 14.2 150 '= J z Q N o 901. 10.6 144 10.0 120 15.4 144 16.1 126 ZQ Z BBIn 162 127 15.6 113EEI t•y tC � TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: to Iq o Anchot Ca 0.o Table Iba ANCHOR CAP.,,,,,,,,, � X SLIWIM.: Z79 comet. 3.5k Cone, Kofto CMU Filed CMU PT Ward Metal (DP"„)X( }=ANCHOR CAP_ CV � N MULLION CAP.,,,,,,,,,, A.hW Type: 3118'EIM Uliwcan 11P Elco UI9.cen 511V Ebo 3118'Elco Nlwcan IM'Elco Unwcon 170.'S9 FJeo rr lB'Eko 1/4.55 Ek. M10 Siren 912 Steel tl12 Steel 1,L K Q O O Anchor Clip Pahvma ulha<on Aggw6ata LMtwonWElo ABVe Etc sane{-1 sot ftel) A1112 (05) USE THIS FORMULA TO OBTAIN THE-ANCHOR L) Edea Olawrce 04 1' 241r V 2-1fr 3-118• 10 2.1w t' 2-12• r 3AIV 2' 0.18' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN a E Z�O fA -li- Embedment(h): 1-314' 1,311• 1-314' 1-114• Y 1-t/1• 1.114• t-v0.' 1411' 1.514' t-ir4• r 1316' tare rales ACTUAL PRESSURE REQUIREMENT FOR THE •' � 2 Anchors a4.7Y Mn.0,C.f SIaMallofOWet Cllp(Fig.1)'. 5001bs 3B0 the 150 ms a4o 14s 1644 Its z7o ros leg ros 3541be 740!be 374110. 661 tee edelm alt tbs dtx lW 56o lbe OPENING,WHEN IT IS LOWER THE MULLION _ Q' � 4 Anchors 0 1.15'Mm.0.0.1 Slendad("Met)Clip(Fro,2r. 460[Us 700tbs WA WA NTA WA 300 lbs WA WA WA WA WA ae2 865160 1120160 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncM3•Min.O.C.f(2)2x5 Angle Clips I(Fig.37. 780[be 700 We WIN 1560lbe 1896 VA 540Ibe 5W As WA 700 Ion 740 lb, W" 1892160. 682158 Des Ib1 1120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Mctww 00,5454 MIn.O.C.1 U{71p,hto.125•Alum.(Fg.4): WA WA WA WA NfA WA WA WA NfA WA WA WA WA NIA 1 Aa CAPACITY W HIGH MAYBE USED TO QUALIFY tArcha/F47iD,I,51' t.,bs 196165 225166 1451os 8221W 1391hs too W9 1Tl lbs 3TOID9 107105 37211a 473160 170Ihb 221160 280IDS ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors 1.15'MN,0.07FCII Fq.B' 240100 350 be WA WA NTAI WA I100160 NIA WA WA WA WA 1lb, 442l1be 560 We ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: I RODUCT REVISED .3 complying with the Flo6t11a 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Coda 1.000• Acceplaux Tb* 'OZ • 3 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I` Expiration Date I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: Muni c l'sodtct 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 1 I I I I t . • • • 000" ••, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2. ( LY10/ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I \�` ti\�N.•• ••.ny�(� �� ANGLE CLIP MUST BE USED IN PAIRS. L 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED = 7i FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' _ No.50705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT V X 27 X.375"MULLION LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND `-0 a THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. UU��UU��JJ ��C�•• Sl'f:ff F �(j: A.LYNN MIhl5EF1 P.E. FL P.E.#58705 TABLE 3A o Mullion Capacity Table belftz �� u Opening Width(for verdcely-span i g millions)or Opening Height(for hor zontely-spanning mullons) 60 in BO In 701180 in BO In 10011 120 in 1401n 160 In Lr � p 7 X 2,76% R.dmguiar Tr.PlTdang. Rectanguler TmprTdang• RectsngW TreplTdenB- Reclanglmlar Tmpfrdang, RectengNa Trap/rd-9. Rectangular ToplTdang. Rectanpulm Treplhfarg. Rectangular 7rWTdeng. RectongNar Trop/(none. �jj y Laadng loading Loading Load"ng Loafing Loading LoadOg Loadng loa'Gg Loadrg Loadng Loading Loadn9 Loading Loading Loadn9 Loading Loading sym .376 Alum. � Tube 11 ,. •�i.. •� ., £ ,. & .. & i •u.. .. Mullion r� � �• cSa � �� a � 8 � C4 RB � E fi b.�' P 6•' E 6� frE 6� �� fi $ fi $� 8� Eg5� p$ 6 6 6' =4:m F' 421. 170.0 020 170.0 435 ITO.0 744 170.0 479 170.0 566 170.0 SOB 17D,0 4182 170.0 819 170.0 1116 170.0 621 110.0 1240 170.0 621 148.7 1301 170.0 621 127.6 1301 170.0 521 111.6 1301 170.0 521 48 in 170.0 708 170.0 524 170.0 Me 170.0 584 170,0 992 170.0 630 170.0 1133 170.0 661 151.6 1138 170.0 817 136.8 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 MA 1139 170.0 660 � T 50.625 In 170.D 747 170.0 603 170,0 886 170.0 631 167.6 1032 170,0 684 148.8 1032 17%0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 91.9 1032 170.0 766 67.9 1032 170.0 756 73,1 1032 170.0 756 fA 541n 170.0 797 170.0 612 161.3 007 170.0 691 138.2 907 184,7 730 120.8 907 152.6 720 107.6 9D7 145.0 714 66.8 907 ICA 710 80.6 007 140.0 709 69.1 007 1404 709 60.5 907 140.0 709 m O O (h 60 in 141.1 735 151.5 625 117.0 735 130.3 611 100.8 735 116.0 699 88.2 735 106.2 690 78.4 735 99.5 583 70.5 735 95.1 678 58.8 735 91,8 674 50.4 735 91.8 574 44.1 735 91.0 514 6711 121.9 660 130,0 570 101.6 ON 111.5 557 07.0 660 90.9 541 [21.5 868 80.1 638 87.7 666 63.9 631 80.9 688 78.8 528 50.6 668 75.8 521 43.6 666 75.8 521 36.1 NO 75.6 521 `L V j bi 661. 108.0 607 1124 522 88.3 607 80.1 511 75.7 607 65.0 601 607 77.1 483 56.9 607 713 Ogg 57.0 807 07.6 4(11 44.2 607 61A 478 37.8 607 62.7 474 37.1 607 62.7 47{ 111 g T$�� j T2h 61.6 510 05.8 143 60.0 510 73.0 131 56.3 50 80.3 426 610 57.8 419 15.4 510 53.3 413 40.8 510 50.0 408 34.0 610 15.8 402 292 510 44.4 399 25.5 510 M.3 799 (n aW 7611 89.4 450 72.5 400 57.0 450 81.7 302 19.6 458 51.1 305 156 Ia.O '378 36.8 158 44.0 377 34.1 158 41.6 380 20.9 /58 37.7 362 24.8 I5a 38.0 369 21.7 456 35.7 355 J JZ 7611 64.2 135 81.0 361 63.5 435 50.8 377 45.0 135 19.8 308 435 M.7 366 35.7 435 10.8 355 32.1 435 30.1 351 26.8 435 31.4 744 22,8 135 328 341 20.1 435 32.2 310 Q 90 M 41,0 327 p,1 280 34.8 327 38.4 285 29.9 327 31.8 250 327 26.3 275 23.2 327 25.7 271 20.9 327 23,7 268 17.4 327 21.0 202 14.9 327 19,3 258 QZ Z N G 961n 34.4 287 35.4 25T 28.7 287 28.9 262 24.6 287 20.0 216 281 23.1 244 19.1 287 20.0 210 17.2 287 18.3 737 14.1 207 18.9 232 mpy0 10011 24.2 227 24.7 206 202 227 20.8 201 1T.J 227 18.0 180 160 185 (n Lu LO Ill In 223 215 227 194 10.8 215 18.1 igl 15,9 215 16.6 Igo �' i": oN aY 120In 17.6 164 47.9 167 U TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a"X Z 0 O Anchor Ca act Table fibs) �'O s.0 ANCHOR CAP.,,,,,,,,,, Sub-trole: 2.ik Concrao 3.5k Caw. Hot"CMU Flaed CMU PT Nbod Mehl (DP_)X( )=ANCHOR CAP.w< �� O=mTQ: 5116'Elco 1!4'36 Eko 571B'Eleo 144`55 Elco Y1031eei tl129leel Y129teef MULLION CAP., ,,,,, 4, o �i o'er d'3 Anchor Clip PBKeme Anctar Type: 3116'Ek o Macon 114'Eko Ullracon IlVecal 3116'Elk UlftaWM 114`Eko UnretOn AggmGatw 111mcon AggmGetur screw(05)strew(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aslant.(ink 1' 2-12• f' 2-12' 3-118' 1' 2-V2' INIA 2-1rs' 2' 3.116• 21 0.48' D.W 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emlgd.t(N7 1.314' 1-314' 1-314' 1-314' T 1-1N' 1414' 1414• 1-W' 1-114' 2' 13fa' 13x0' seder ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclwro 4.75'Mm.O.C.191erdard or Orsal qtp flg.t: 3909x: 390 ba 4501. ODD 1s 1644 nu 270 HA 280 Ib3 7400- 3141bs 664Ibs 940Ib. 3411. u21m sao ltw OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anch.m�1.1S Min.O.C.I Stendafd(a 011-1)Clip(Fig.2k 4601. 700 IM WA WA NIA WA 3001b. wA WA WA IIA 6621. 68510. 112010. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anctgrs40W o.O.C.1(22,SAogIaC6 1(Fg.3): 78010. 7801. 680Ibs 15601bs 10981. 540166 5601be7601- 748105 880lb. 18921he 6021bs 885 tbs 1119 MULLION.R WILL YIELD A MINIMUM ANCHOR 2 AncP ®0.15'Min.O.C.!U471p,Into.125'Alam.(Fig.47 WA WA WA IIA WA WA WA WA WA WA WA WA NrA 7I51ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anet"I F-Clip(Ftp,51 185)09 19510. 225Ibe 44511'. 872109 1]s Ib. 140lbs 3101. 1871be 732166 4731. 17010 221 lbs 100IG. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchom 1.15 M1..0.01 F-al Fie 6): 240Ib. 3501. WA WA WA NIA 190109 WA WA WA WA 3111- 44218. 5801. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (--�)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED as complying with Ibo FIOr11IY nuild'u4g Code 018 FIGURE 1: FIGURE 2: Acceptance No 1�O' TABLE NOTES: Bxpimtion Date ZpQI • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ny • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi ti de hoductCbnEnl FIGURE 3: 2)LIN EAR INTERPOLATION BETWEEN MULL LENGTHS AND10ROPENING WIDTHS ISALLOWABLE �\�C�( L..NN�1��i�/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,750' \��,'�� '1%GEN'3 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No .`i8705 ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: 1i YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125" =;� •• `�Y(/rJ� b • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X2.75'X.375'MULLION `/CC'•.•F(OR1DP,•'•�•9 ® • LEAST TERTHICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ......... • THE MATERIAL 4{10 8 i112 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. A�4 r�,� A!LY ER;P.E. FLP. 158705 TABLE 4A o Mullion Capachy Table IbsW en dth(for%sruca y-span irg mJYons)a Opaning Ho ( Boring mJ]") 501n 601. To In min 00 In 100 in 12DIn 1401n 1601n o 1 x 5.76% Reolangaler TraWMerg. Reclagrdu TraplTdarg. Recten Rectengtdar T[apRdan& Reclan9uVa TrelJTdap. rap?dang. Rectangular Trep7ldena. Reolenpdar T1apRdeng. Recaa.gular TroWdang. 0 n w Loading Lowing Loadnp Loading Loadag Loedrg Loading Loading Loading Load ng Leading Loading Lowing loading Loafing Loadna Loadi-9 loading of C 0. .650 Al Tuba 's p a a a 3 a s Ey -, �a �n m �$ $ 1' $ �� € tig s$ '211 `s s $ is.9 `$ COQ w 4 1,D 620 110.0 435 170.0 7M 170.0 4 170.0 686 g.0 308 170.0 992 170.0 519 170.0 1110 170.0 521 170. 70.0 521 170.0 1408 170.0 521 156.7 1020 170.0 $21 138.8 1620 170.0 521 (t J = t81n 0.0 708 170.0 524 170.0 8% 170.0 584 .6 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 170.0 1417 .0 680 141.7 1417 170.0 680 121.5 1417 170,0 860 108.3 1417 170.0 680 � 50.625In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1040 170.0 684 170.0 1195 170.0 723 1828 1286 170.0 747 280 170.0 7511 121,8 1286 170.0 750 104.5 1286 170.0 750 01,4 1286 170.0 758 LU CD Q 54 h 170.0 78'7 170.0 812 170.0 858 170.0 BBl 170.0 1118 170.0 754 150.7 1130 170.0 66] 133.8 1130 170.0 (q7 120.8 1130 170.0 858 100.5 1130 170.0 881 88.1 1130 170.0 601 75.3 1130 170.0 081 J �Sca Bolo 170.0 885 170.0 701 148.5 015 182.3 701 1256 915 144,5 746 100.9 015 132.3 735 97,6 915 123.0 726 87.8 015 118.5 720 73.2 915 114.4 71S 62.5 915 114.4 715 54.8 915 114.4 715 F J to 63 in 151.8 630 161.9 710 128,5 630 138.0 694 106.5 030 1232 681 94,9 830 1122 870 84,4 530 104.6 662 7&9 B30 90.4 650 63.3 830 94.5 640 54.2 630 94.1 649 47.4 630 94.1 049 7 U m S Be in 132.1 757 140.0 650 110.0 757 119.8 4136 84.3 757 105.9 024 82.5 767 96.1 014 73.4 757 89.1 eW 66.0 757 84.2 800 5&0 767 79.0 503 47,2 757 78.2 591 41.3 757 78.2 591 Z (L¢g S 72 In 101.7 636 106.5 552 04.5 030 9L0 540 72.7 638 80.1 530 83.(1 836 722 521 58.5 638 1� - 119 636 62.3 506 42,4 8.10 57.2 500 36.3 638 55.3 497 31.8 836 55.2 497 �� J O I 5 761n 60.5 571 00.4 488 72.1 571 76.8 468 8. 571 67.4 479 64.1 571 60.6 471 48.0 571 3.2 671 61.8 459 36.0 571 47.0 451 30.8 571 44.6 H7 27.0 571 44,5 MB Q ! ,a 781n 80,0 $42 07.4 474 88.7 542 70.6 465 57.1 542 62,1 456 50.0 542 5&7 449 44.4 542 a0 542 47.5 437 33.3 542 42.9 429 28.6 512 40.6 425 25.0 542 40.1 423 Z Z O 901n 521 401 53.7 301 13.4 407 45A 355 37.2 407 38.8 349 32.5 {07 35.3 343 28.0 407 28.0 407 20.6 314 21.7 407 28.1 327 18.6 407 24,1 372 18.3 407 23,0 318 f �7 I, Z 961n 420 39 44.1 320 35.0 358 37.2 314 30.7 358 32.4 309 26.8 350 26.8 364 23.8 358 21.5 356 24.0 286 57.@ 356 21.0 268 13.3 358 19.2 2B/ ` /V x108 h 30.1 283 50.8 255 25.1 283 26.0 251 21.5 281 22.5 247 16.6283 19.9 2K 16.7 287 15.1 263 18.5 237it1 h 27.8 zW 28.3 242 gal tar 23.e 230 19.0 267 50.6 235 17.3287 18.3 zit 1s.{ 287 ) ^ N N r� bJ IY Q x a o 0 120 h 220 229 22.7 208 18.3 228 18.6 205 15.7 229 102 202 TABLE 413 NCHOR CAPACITY ADJUSTMENT FORMULA: T Z m0 ,p Anchor Capacity Table lbs ANCHOR CAP.,,,,,,,&, - � 5.bstrale: 27kCancrete 3.5kCo.. HoIkwCMU FNed42NU PT Wood Metal (DPo)X� >=ANCHOR CAP_ 5116'Eke UP 89 Eko G18•Eko 114.33 Eko 910 Steel 612 sleet K12 steel MULLION CAP„„,,,,•„ Anchor Cllp Patens anchor type: 316'Eko Ulbacan 114'Eke Ulbbcm BIMan Y18'Eko UlVacen 114•Eco ulVecan pppre0ata UlI-- ALW aGator So"(G5)8-(Gs) sc2w(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 01st-e Mk i- 2-I? 1- 2-112' 3-118• 1" 2.112' 1' 2.1/Y 2• 3.118' Y 0.48• 0. 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment M): 1-314' 1-Y4' lar4' 1-Y4• 7 1-114' 1.114' 1-u4' 1-114" 1.114' 1-1fe Y 1-16' lam, vada. ACTUAL PRESSURE REQUIREMENT FOR THE P 3908u 450Ibs 8901ea 1044 lbs 210 Un 2801bs 354 ft 740 Ibs 3741Rs 664 Ib. 946 roe 341M 442 tm S(IO lbs OPENING, IT IS LOWERTHAN THE MULLION 4 Anthea@1.15'Min.O.C./swadmd(a OBsel)CUP M9.2): IDg 700 be wA 0 WA WA 360 the WA wA NrA WA WA 682lba sl 112o lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 1.ks NO lbs 1580lbs 18961be 640 bs 5601bs NIA 7601bs 748 lbs !!2 lbs 1892 Me 662 bs 885 bs 1120Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR S AWhm®0.45'Mb1.O.C.I U47ip,hto.125'AWm.(FI9.4): WA WA WA WA WA WA WA WA WA WA NIA WA WA 7151es CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aikba 1 FLIP(Ik 5): 195 bs 195 rbs 2251. 4431bs 622 an 131. 140Ibe 171 be 370 ms 107Ibe 3321Ds 473 me 1701. 221 los 2B01ba ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anc0as 491,15-Min.O.C.1 F."(FIg.eY 2401bs 350 Wa WA WA WA WA 1901ba WA WA WA WA WA 741 bs 4421M 500 Ws ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME AN R•I'ATTERId-AN CHOR VALUES AS THE STANDARD CLIP. PRODUCT g whh gaD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ns rnn1P1Yin0 with 94o FIulMs Building Code v'-ft2ab" j FIGURE 1: FIGURE2: TABLE NOTES: In ( ActtPtI wNt Zp1( • • • • '7001Yw --1 1.000' �-- e.pisalion Da Le 1 SEE SHEET 1 FOR INSTRUCTIONS ON UNG THE TABLES ANO SHEET 25 FOR INFORMATION ON LOADING. B EE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r !thorn lade P�J"j �tttt r77j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: Now O 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' [-9 . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •'.:r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5fl705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .650" :-L7•, Q I,6 a-T CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1 -.�•.�� I/ L•" 7JJ; FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF,125' lU S'rAT-OF •W.: THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 't� •'•,,FI.OFLL04`••' �' LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'X 2.75'X.(150'MULLION i�s '•••••••' \�� !1 THE MATERIAL.N10&N12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1rr11111111 t\5• A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A e 2� Mullion Capacity Table thee Opening WId81(for 9eNcally-spannirg mullions)or Opdning Height(forhorin3nta9y-spennirg mullions) B 501n BO N 701n 00 in 00 in Igo in 120 in 1401n 160 in 0 Roclang,War Tmp7TAang. Rectwguls RwTiSrsg• R44tanpder 71aplydang. Regenpder Trap7rden9. Ro ImVular TreprtAen9• Rootengder Tmpmiong. Realanguler TrepRAen9. Rocterqular Trap7rAelp. Reclenpuler 7tepfTdmB• 4 1"x 3,126"x LDAdnQ Loedn9 Loading Loadnp Loednp Loodng Loading Loadv10 Loading LoednB Loadng Loading Loadnp Loadne Loadrlp loeting Loading Loadn9 0 0 0 Eu u u u u �.500"Alum 2P k Al 0. Tube Mull aF47 e v u u g ay' 2 eAP 'i1 Ni 1 Z o IM `� yk ss� yk. ;p k. g� i.. a. s kX� kg k 9 k irr 5 �o a` �o d� f� day moo: ��. dna" �o: s� s� bac ��. �z d sem, d6 3 O 421n 170.01 620 170.01 435 170.0 744 17D.0 470 170.0 880 170.0 5011 170.0 082 170.0 519 170.0 1150 170,0 521 170,0 1240 170.0 521 170.0 1480 170,0 521 170.0 1735 170.4 511 i5{.4 1802 170.0 521 J W 451n 170.0 708 '170.01 524 170.0 650 170.0 604 170.0 892 170.0 WD 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 14,7 170.0 080 157.7 1577 170.0 680 135.1 1577 170.0 080 115.2 %577 170.0 OM N 50.825 In 170.0 747 170.0 503 1170.0 008 1 170.0 631 170.0 1040 170,0 884 170.0 1185 170.0 723 1 170.01 1345 1 170.0 747 W5.01 U941 170.0 756 141.7 1495 Vol) 758 121.5 1495 170.0 75S 106.3 1495 170.0 756 W C3 o O 64 M 170.0 7117 170.0 012 179.0 950 170.0 691 170.0 1118 170.0 754170.0 1275 170.0 807 t66.1 1401 170.0 W7 148,6 1401 170.0 856 124.8 1401 170.0 8Bf 106.8 1401 170.0 aet 07.4 1401 170,0 801 ca cq ~ 7 001n 170.0 885 170.0 701 170,0 1083 170.0 707 15&5 1166 170.0 878 138,7 11ti5 187.0 928 123.3 1150 168.5 917 111.0 1168 149.7 910 1126 1156 144.5 003 78.3 1160 144.5 0W 09.4 1168 144.5 903 1- J 63 In 170.0 930 170.0 745 159.8 1048 170.0 550 137.0 1049 155.5 (1110 119.8 1048 141.7 B4B 108.5 1049 132.0 830 95.0 1019 125.5 520 70.0 1049 119.3 820 085 1049 110.0 819 5&9 1049 116.9 819 In L) m 60 In 160.8 855 170.0 788 139.0 BSS 15%.3 004 110.1 855 133.7 788 104.2 855 121.4 776 82.6 055 112.11 765 83.4 OSS 100.4 167 69.5 955 99.8 749 59.6 855 05,7 748 521 955 05.7 746 ? Wd j 721n 118.6 e03 134.9 891 107.0 BW 114.8 881 01.6 503 101.1 870 60.3 807 81,2 659 71.4 503 e3.9 &9 84.2 557 70.0 812 53.5 BW M3 W2 45.5 503 69,9 620 !0.1 803 89.7 027 J 5LU 7810 100.2 721 114.1 620 91.0 721 97.0 616 75.0 721 05.1 1105 W,3 721 76.5 595 60.7 721 70,1 69 54.0 72% 65.4 570 45.6 721 59.4 588 39.0 721 50.6 SM 34.1 721 56.1 503 Q J a. 7810 10.0 084 105.4 599 64.2 684 80.4 587 72.2 064 70.4 576 SU&1 804 70.4 567 5&1 684 64.4 568 150.5 6B4 59.9 551 42.1 684 54.1 541 30.1 684 51.3 530 31.0 684 $0.0 534 Z r �L Q CB O 90 In 05's 514 07.9 450 54.8 514 51.3 448 47.0 614 60.9 MO 41.1 51{ 44.6 433 J8.6 514 40.5 427 320 MAI 37.3 421 27.4 514 33,0 412 23.5 514 30.4 406 20.0 614 29.0 4W h L?Syyz J1 c' 0 96 In 54.2 452 65.7 404 45.2 452 47.0 306 30.7 452 40.8 380 33.8 452 30.4 381 30.5 452 32.8 378 27,1 452 30.3 373 22.6 452 25.6 365 19A 452 24.2 358 10.9 452 223 355 to � iW In 30.1 357 38.0 322 31.7 357 327 317 27.2 357 20.4 312 23.6 357 252 308 21.1 357 22.7 303 19.0, 357 20.8 299 15.9 357 18.0 293 118 357 16.2 207 11.9 357 15.0 287 Ul N 1111n 35.1 138 35.8 306 28.2 338 30.1 301 25.0 338 28.1 298 21.9 338 23.1 282 19.5 336 20.8 285 17.5 339 10.0 284 %4,8 3JB 18.5 218 12.6 335 14.6 277 11.0 330 13.8 209 f+i 120h 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 758 17.3 289 1e.f 252 16,4 288 18.1 249 13.8 268 14.8 240 11.8 269 12.8 210 9.11 288 11.4 238 8.T 289 10.4 212 UQ X Q O O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: $` Z m O�,0 AnchorCe 0G Table(lbs) ANCHORCAP.,-,,,", r €10 a S6DSVale 274 Cpxrde 151,cone. HoflwCIAU FftdCMU PT WOOd Metal (OP"„)X( )=ANCHOR CAP.- � C �' 0�0�¢-7 R2' 114'33 Ek0 5116•Eko 1/4'SS Elco 910S1ed w12Steel w12Steel MULLION AnehorCllp Patterns � aft;Elco U5r4con 114'EkoUDracon Y16•FJcoU4r¢m va•EKouOracon AgWW210r UNacm Agg,xaor sem.(05)screw(G5) SUM(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E astaae9n) t• 2-92• r 2-117 1' z-1z 1• 2-V2• r 3-va 7 0.46• 0.5C 032.4• CAP ACITY REQUIRED"CORRESPONDINGTOAN Embednml n 13!44 7314' IW4' 11Th1-W 1.114• 1414• 1•W 1.114• 1-114• 7 1?JB' 1310• safes ACTUAL PRESSURE REQUIREMENT FORTHE 2AIKIUn 04.7E Min O.C.l SlardaM aO18et CI (f1 1 3BOIbs 3 It- 45D IDS 890150 770M 200108 964 IDS 740165 3741bs 6114 IRI 04 aE 3411W 4420- 6605E OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm®%,154h1I0 O.C.1 S1anaN(woOs40 COP(Rg 2j 4a01DS 700IDS NIA WA WA SM IDS NIA WA WA WA WA W2eE 885 IW 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED 3•M11.O.C.1�2t5ArgleCopsl(Rp3j 780IDS 78D D5 68)IDS 15M IDS 540105 660 IDS NIA 76o10s 743IDs 6005- 7092IW 652IDS 085IW 11311h6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3An4tgn®0.65•Min O.C./U Clip,IM0.12E A4,m.fflg NIA WA NIA WA N/A WA N/A WA NIA WA WA NIA WA 1073IDt CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FCOPCnQ 5j 1051bs %p51W 225Ibs 445ID5 %35IDS 1400- 177®5 370705 187 IDs 332 IDS 473108 170ms 221 IDS 2BD IDs ADD ITIONAL ANCHOR OPTIONS FROM THE 2Arxhm@1.15•allrl QCJF-C 1RDeT 2602s 3501W NIA WA NIA N/A IAD xs NfA WA NIA WA WA 941155 4d2a- 5G0 A- ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT•RGVISEP w complying with Y10 f1bri& H 5.000"-1 Building Code Acceptanco NO«'b 219•0-^3 FIGURE I: FIGURE 2: TABLE NOTES: irelion Data8021 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I. DedoP4oduG ttt%1111r)// 41 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" \� �y .•• I�. 1 FIGURE 3: I\'Z`�''• L.hIS1> 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,••\,1G ,( • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •'�:r Nu.55705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED •. -O '• -(� b : L1 j:' FIGURE 5: FIGURE 4: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0003-TS AND BE A MINIMUM OF,125" 1J f) ' THICK,STEEL STUDS TOE A MINIMUM GRADE 33 AND.045"THICK 16 GAUGE).STRUCTURAL STEEL TO BEAT V X 3.126'X.5•MULLION i71�•. 11.411, ll 1( (I-VF MULLION) C` • !l I I �• LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �%\S �\•�• THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.AIJIMILLER,P.E. FL P.E.#58705 TABLE 6A ® � n � Mullion Capacity Table Iba,7t2 Opening%Mdth(for verticoflyspannlng mullons)or Opening Height(for hoftnlaly-sparyllng mutions) 501. 60 In 701. 00 in 901n 1001n 120 in NO In 1801n 72 O Reelengdar h dare. Redengd.r Tr denB• Reclm9eler Tr ReUan der Tm elan. fteelangdar Trep/Tdan9. f4eaerreelar hep?deno. Recten ler Trepf7d Reelenpier TrapRdan. Reclanpalar aplT apr7 oP7Thang• B pfr 0 9a �8• it epmSerl9• u 1N4%.726 ..no Wadn9 Loafing Loafing L..ding loafing Lwding Loadiq� Loadir11 Loe3n9 LondlnB Loading LAeGmg Loading Loafing Loadne Loafing Loafing Rod � V Alum.Tube € '_ '� €,. .g .� -�'.. .€ '_ .F .i^ .€_ .. '� ,. Mullion � A o � 4244 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1489 170.0 521 145.0 1489 170.0 521 127.6 1469 170.0 521 � W J 49 In 170,0 708 170.0 524 170.0 850 170.0 581 IND 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 150.3 1303 470.0 860 130.7 1303 170.4 680 115.7 1303 170.0 680 97.7 1303 170.0 680 � 2 a m (n 60,625 In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 INA 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 166 100.4 1235 170.0 758 87.8 1235 170.0 756 (1J O$ � 641n 170.0 797 170.0 612 170.0 956 170.4 691 170.0 1118 170.0 764 154.4 1156 170.0 603 137.2 1158 170.0 631 123,6 1155 170.0 856 102.8 1168 170.0 861 882 1155 170.0 061 77.2 1158 110.0 851 m O co 801n 170.0 685 170.0 701 188.7 1012 470.0 787 1129 1012 161.1 832 125.1 1042 148.7 815 111.2 1042 136.8 601 100.0 1D42 130.2 791 83.4 1042 125,1 782 71.6 1012 125.1 782 82.6 1012 125.1 782 F J 631n 170.0 830 170.0 745 151.2 992 163.0 818 120.8 992 144.4 798 113.4 092 131.0 702 100.0 992 121.4 786 047 992 114.8 758 75.6 992 108.4 745 64.0 982 108.0 744 88.7 092 108,0 744 6063 165.4 947 170.0 780 137.0 047 148.0 756 118,1 941 130.3 768 103.4 947 717.7 752 91.9 947 108.7 738 82.7 947 102.2 727 88.9 947 95.1 713 59.1 917 94.0 711 51.7 947 84.0 711 Z f) 47 j 72 In135.9 849 1427 737 113.2 649 121.6 722 97.0 649 106.9 708 64.9 848 98.4 696 75.5 849 $8.7 SW 07.9 810 02.7 675 68.6 849 75.3 659 48.6 610 726 652 425 840 72.4 651 d ,p 71jj 116.6 782 120.7 668 96.3 762 102.8 662 026 782 80.0 610 72.2 7fi2 90.8 628 84.2 762 7{.2 620 (47.6 762 fi9.2 613 46.1 782 62.0 602 41,3 762 69.9 697 36.1 762 69.4 595 J Cn 6 E106.9 724 111A 634 89.0 724 04.8 621 76.3 724 82.9 609 68.8 724 74.4 699 69.4 724 68.1 691 63.4 724 63.4 583 44.5 724 57,3 673 382 724 54.3 587 33.4 724 53.5 56569.6 641 71.8 483 66.0 543 60.7 474 49.7 543 52.9 468 43.5 543 47.1 459 Lae64742.8 452 34.8P377 39.5 446 29.0 813 34.9 438 24.8 543 32.1 430 21.7 643 30.7 426Q 67.3 476 58.9 427 17.6 478 49.7 419 40.9 178 47.2 412 356 476 39.5 {O6 31.9 478 34.0 100 28.7 320 795 23.9 476 26.1 388 20.6 175 25.6 380 17.9 476 24.2 378 Nfl/11.3 37741.1 441 33.5 377 34.8 335 28.8 377 30.0 330 25.2 377 28.6 325 22.4 377 24.0 321 20.1 22.0 317 16.6 377UJ 37.1 357 37.8 323 30.9 357 31.5 316 20.5 357 27.6 313 23.2 351 24.4 309 20.6 397 22.0 305 15.6 20.1 301 15.4 357 ITA 291 V N N 1201n 29.3 306 28.9 278 24.5 306 26.1 214 21.0 306 21.7 270 18.3 306 19.2 267 10.3 3118 17.3 263 (� )( Q O O 1441n 17.0 212 17.2 188 a a Z (n TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: ? Anchor Ce acl Tabte 69 ANCHOR CAP—- __ subslmte: 2.7NCorcrele 35xCmc. Follow CMU lukdCMU PT Wood Me.' (DP,)X ANCHOR CAP.,,, 5116'Eko IIC BS Eko 5(18•Elm 114•SS EIeo N10 Steel 4412 Steel 012 Med �MULLION CAP.,,,,,,,,", AnehorCllp Palleme Anchor 3118'Eke Ullmcon Il4'Eko LN6ecm NVecon Y18'Elm Ul6econ t/4'Eka UOrecon AgpaGela Ullracon Ap9re0elof 6arew(05)Sotew(05) screw(657 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edx 1• 2-172• t• 2-IR' 3.110' r 24n' rNfA 2.1W Y 3116- r 0.49• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN E1-314' 1-314• f-314• 1-314' 7* 1.1/4' 1.114' MA" 1-tor' 1-114• T tale• 1076- renes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancno.Q4.75'Mh.O.C.I St.oderd or 059et Cep tFI9.1&23 390.9 390 IN 450 R. ON IN 1644 N9 270154 2&0 The 740 IN 374160 66410. 948 u>9 341 IN 442[be 560•. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclwr.®2.25-MIn.O.C./Stmftd(or O6sat)CBp(Fig.3): 7DO Ibs 700 IN 580 IM 141016. 952 @9 WA 560 The630 @s WA 880lb. WA 682 lbs 88510. 1120111. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 AncMra Q IAF Min.O.C.I Slandard(or01ke)Gip(Fig.4). 9601118 1400IDS WA NIA WA WA 76010. WA WA WA WA Mal It. 1770111. 2240 Wa MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Aatior.gl3'MO.C.!(2)2N5 An010 Gips 1(111.11 .-a 7801118 68010.9 1560lbs 18961IN 6401bs 6601bs7601bs 748IN 880[as 1892lbs 68210. 8851m 1120111. CAPACITY WHICH MAY BE USED TO QUALIFY eAnchaa 3'441.O.O! 215 Anpb Cops! 11.fi>: 11101118 1170111. 102010. 2340111. 2844Ica 910 7110 810 Ws1f1011n 1122We 1320 us 2838 lbs 1022104 1327 Ibs +68016. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Andra.0 0.45'Min O.C.1 Valp•Into.12Y Aln.(Fig.i7 WA WA WA WA WA WA WA WA N/A WA wA WA NIA 1430111. ANCHOR CAPACITY TABLE pROOUCTREVISED 2 Ahor.402 25'Mh,O.CJ FQMp(Fl%61 350M 350100 290 th. 705169 478 A9 WA 280 I6e315111. WA 440 lbs WA 311111. 412109 S lw as complying with tho ploridt 4 Anchor1.15'MI.O.CJ F-Glp Map 9l 460lba 70D be WA WA WA WA 3801119 WA WA WA NIA WA 682111. 88516. 1120111. .40 Building Code 1.000' �(p-6213,O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'I I- Acceptpncc N0 8xpitalion Date ��( TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: A4fem1 edo tpi • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' % 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • R i�' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" IO 50706 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - - FIGURE 5: FIGURE B: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ; STAN' F :(/ • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' %�n��'•.,cLOR7(f1*,.•\��: SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL ••••' STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK5ION111-NO ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410& t'X 4'X.125' A.LYNN BILLER,P.E. 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.O 58705 TABLE 7A ® � Mullion Capacity Table lbsW Y Opening Width(forvetlically-spalvling mullorls)or Opening Height(for hod2arltaly-spanning ml►tons) G!_0 601n 601n 701n 80 in 90 N IODIA 1201n 140 in NO in 1x4k-376 ReclanP4sr TraoTnang. Rectangular TreplTdang. Feclenlynr TrapRdang. ReclangMar TrepRdene. RectsngNar 11ep7Tdan9• Raclangular Traprtdeng. Reclelgular Trap7Tdeng. Reetan9ldar TmpRdang. Reetangul9r TreplTdanO. u Alum, Lcadng L-Ang Loadrg Lcadng /.oaring Loedlrp L.oadng Loading Loading leering LosdOg Loading Loafing Lowing Laedig Loafing Loading Loedrg sY c� &"T° v b •b.. v b L• �' o,. E F zbt F a .. a �• b E• b LL Mullion 8 91 a ea 9 91 8 N �� e a 11. e. 5 t. �. BSE s 13� e£ q$� s� §� $ �• e Z 421n 170.0 620 170.0 436 170.0 744 170.0 476 170.0 8811 170.0 508 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170,0 1488 170.0 521 170.0 1735 170.0 521 t70.0 1903 170.0 521 111 48 N 170.0 705 170.0 524 170.0 050 170.0 584 170.0 912 170.0 830 170.0 1133 170,0 661 170.0 1276 170.0 677 170.0 1411 170.0 No 170.0 1788 1701 NO 170.0 1983 770.0 860 161.8 2024 170.0 680 J I11 60.625 In 170.0 747 170.0 663 170.0 890 170.0 631 170.0 1046 t70.O 684 170.0 1195 170.0 723 170.0 1345 170.0 717 170,0 1494 170.0 756 170.0 1793 178.0 768 160.0 1919 170.8 756 136.6 1910 170.0 766 a 0 7 0 541n 170,0 797 170.0 812 178.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170,0 803 170.0 1434 170,0 637 170.0 1594 170.0 056 159.9 1799 170.0 661 137,1 1799 170.0 861 120,0 1799 170.0 881 m - p O 601n 170.0 B85 170.0 701 170.0 1083 178.0 717 170.0 1240 170.0 W8 170.0 1417 170.0 814 170,0 1694 170.0 096 155.5 1619 170.0 1013 129,6 1619 170.0 1063 111.0 1519 170.0 1083 97.2 1619 170.0 1063 Fto J 631n 170.0 030 170.0 745 170,0 1116 170.0 050 170.0 1302 170.0 940 170.8 1468 170,0 1015 166.7 1542 170,0 1076 141.0 1542 170.0 1122 117.5 1542 166.5 1108 100.7 1542 167.9 1157 88.1 1842 i87.9 1157 661n 170.0 974 170.0 789 170.0 11&9 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 1088 142,8 1472 168.8 1148 126.5 1472 158.8 1130 107.1 1472 147.0 1106 91.8 1472 146.0 1104 60.3 1472 148.0 1104 Z 121n 170.0 1063 170.0 676 170.0 1276 170,0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137,8 1066 105.6 1320 12&0 1049 6&0 1320 117.0 1074 75,4 1320 1126 1013 66.0 1320 112.5 1012 2 111 x111 J 781. 110.0 1122 170.0 937 149.6 1184 159.4 1013 126.2 1164 139.9 994 112.2 1164 125.7 978 99.7 1164 115.3 964 69.8 1184 107.5 952 74.0 1184 87.6 905 64.1 1184 93.1 927 56.1 1164 923 925 y v dZ J E TB In 188.1 1124 178.0 987 138.4 1124 147.0 989 118.0 1124 129.8 947 103.8 1124 115.8 931 97.3 1124 105.6 81B 113.0 1124 88.6 908 89.2 1124 89.0 890 59.3 1124 84.3 801 51.9 112/ 83.2 678 F-• J r 901n 108.1 844 111.5 750 90.1 844 94.3 730 77.2 841 82.1 724 67.6 844 73.3 712 60.1 844 60.6 702 54.0 8M 61.4 693 45.0 844 64.2 670 36.6 844 50.0 666 33.6 644 47.7 662 Q g z 00 96 In 89.1 742 91.5 683 74.2 742 77.2 652 63.8 742 67.2 641 55.7 742 59.6 631 49.6 742 54.1 622 41.6 742 49.8 614 37.1 742 43,8 600 31.8 742 39.6 590 27.8 742 37.5 864 1- 4r9" O "O IN In 62.6 588 63.9 530 62.1 598 53.6 521 44.7 508 48.6 513 39.1 NO 41.4 505 34.8 68fi 37.3 198 31.3 508 34.2 492 20.1 556 29.6 MI 22.3 556 28.8 472 19.6 506 24.7 488 u) M S T III In 57.6 555 68.6 503 48.0 655 49.5 495 41.2 655 42.9 487 36.0 E65 38.0 480 32.0 655 34.2 473 28.0 655 31.1 167 24.0 655 27.1 457 20.8 555 24.3 448 18.0 555 22.4 442 LU x X Y 1201n 45.a 475 16.4 433 35.8 475 38.0 428 32.6 475 31.7 420 28.6 475 29.8 414 25.3 476 28.8 109 228 475 24.5 104 18.0 "11 21.1 39S 16.3 476 167 387 11.3 475 17.2 361 x N x 1441n 26.4 330 26.7 306 22.0 330 22.4- 301 18.8 330 19.3 297 16.5 330 17.0 293 Q •' Z O O mso TABLE 78 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: 8 �� Art her Ca act Table(lbs) ANCHOR CAP.I„,,,,,I $ �'n Bu.tmle: 2.7k COrcrele 3.Sk Cone. Hdlow CMU Alled CMU PT Wood Mefa1 (DP)X( )=ANCHOR CAP.., SRO'Eko 114'SS Eko 5118'Elco 114.63 Eleo 910 91861 012 Steel N12 Steel MULLION Q4P.,.•,,,,,,, Anchor Clip Pelteme AmhorType: 3118'Eko Ul4acon 114'Eko Vareeon U1trMa1 3118'Eko Ullracon 1/4'Eko Ul9econ A9preGaia U1lrecan Ap9re0ator screw(G5)screw IGS) Screw 12 8(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance(in)r. r I 2-i12' t• 2•lrr 344 1• 2-1R" r 2-1& 2' 3-11W 2• o.48' 0.54• 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment Mk 1-314' 1-we 1-374• 1-314' Y 1.114° 1414" 1-114• 1-114' 1-114' 1.114- r =r 1_316' wrtes ACTUAL PRESSURE REQUIREMENT FOR THE 2Mon.s®4.75'MIn.O.C.I Standard cr Offset Clip(Fig.1&2r. 3901ba 3901. 450 lb, 8901. 1644W 270 ka 2801ba 3541h 7401. 374 lb, 8641W 946W r341lbo 442lbs S m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anc.rs 2.25 Mtn.O.C./Standed(orOlkeO Clip(FIg.3): 700Ibs 7001. 56016! 14701. 9521M WA 500 lbs WA 6301W WA 8601. WA 6851. 1 f20 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED IlAMOore 691.15"Mn.O.C.I SUA d(oroft5eUC8p(FlO.47 960 roe 14001. WA WA WA WA 76011_3 WA WA WA WA WA 17701. 22401. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors 49 3'Min.O.C.1(2)2x5 Arpie Alps I(Fig.5): 780 Es 790 IM 6801. 15601. 1896 IM 540 Ns 5601. WA 7601. 7481. NO The 18921. 6651. 1120 We CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchvs®r Min.O.C./(2)215 Ardis Clips I(FIG.6): 11701. 11701. 10201. 23401. 2844 lbs 810 IM 8401. WA 11401. 1122 Lbs 1320 ms ease I. 10221. 1327 lbs 1680 be ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhora®0.45'hen.O.C.I U alp,Into.125•ANm.(Fig.7). WA WA WA WA WA WA WA WA WA WA WA WA WA N!A 14301. ANCHOR CAPACITY TABLE 2Arch-@225'Mh,O.C1 F{21p[Fig.117 350 r. 3508u 2901. 7051. 476 Ih NIA 2801. WA 315 ba WA 4401. WA 3411. 4421. 58016! PRODUCTREVISED 4 Anshan®1.15'Mn.O.C.!FC11p(Fig.0)' 4801. 1 700 be I WA I WA WA WA 360169 f WA NIA WA WA WA 1 682 bs Bas lM 1720 be nS complying With dic Florida Building C.de NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --1 1.062" r-- 1.000' r-- Acceptance No 16,07')R.K)3 E pi4at pate �21 TABLE NOTES: E FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mieai[>ado rrodan • • • • • • • • • ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 t I I I i I I • • • / 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ ��(LYNN�iN� 7,�' • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000" NO.80.10 5 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE5: FIGURES: FIGURE7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -it••-�' 6 LU • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE •. � • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE - (� (TE !J FLOR101�.••�(.? • • THICK AND BEA MINIMUM OF.125"THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' •375" 375" i tC \•�: �S n THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND 136.ALL ANCHORS ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1"X 4 X.376. I 1"X 4X.375' A.LYPINIMILL�'A,P.E. ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. "T•-MULLION MULLION FL P.E.#58705 TABLE 8A Mullion Capacity Table Ibse) e Opening Wldth(for vertically-sperning mitiorls)crOponing Height(for hodzordaly-spanning mUkons) WWW�xC a 501n 601n 701n so In 00In 1001n 1201n 1401 1601n � O 1.26"i Rectangular TtepIrd"t" RWan9eer Tmprideng. Rectenpdm -0mang. R.Wil uler 7rapridan9. Re<tan0 TmpRdan I. NactenDAer TrWTdaN. R"1101111 moprildIrl, R%tangaer Tmp'Tdang. Rectanli Tr nal. q Loadrg Loafing Laadng Loafing Loatling Loafing Loedn9 Lowing Load'n9 Lsadng Lowing Loafing Loadrg Loadn9 Laadn9 Loafing Laadng =no 0.y .266"Alum �' F' F �' & .. & >' .F P �6., 'E LL Tube Mull g s >; s sg a tl� a g a� a� N a ^ a as o A� a a: as o as & a a a� a go a a as a as �a e� �� b. §g x g� � 1s.5 es 1,N a� r �F r `$ �� g� eB � a� e.€ g.l 6� �e to rsN m w 421n 170.0 820 170.0 435 1 170,0 744 170.01 470 170.0 688 170.0 5% 170.0 092 170.01 618 170.0 1116 170.0 521 170.01 1240 1 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.01 17691 170.01 521 1 W 40 In 170.0 700 170.0 821 170.0 650 170.0 5M 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 671 170.0 1417 170.0 680 184.6 1318 17Q0 680 132.7 1548 170.0 680 116,1 1546 170.0 880 _ 50.823 In 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1046 170.0 6M 170.0 1185 170.0 723 170.0 1345 170,0 747 167.0 1468 170.0 758 139.2 1188 170.0 758 119.3 1468 170,0 758 104.4 5480 170.0 758 W O$ O 541n 170.0 787 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 118.8 13781 170.0 856 122.3 1376 170.0 861 104.8 1376 570.0 861 91.7 1376 170.0 681 CO 0) c) F 6061 170.0 B85 170.0 701 170,0 1063 170.0 797 155.9 1158 170.0 878 +39.0 1158 167.4 930 123.8 1168 158.8 919 111.2 1168 150.0 912 82.7 1158 144.0 905 79,4 1156 144.8 905 69.5 1158 144.6 905 H LU J 831n 170.0 930 170.0 745 160.1 1055 170,0 850 137.2 1051 155.9 882 120.1 1051 142.4 818 100.7 1051 132.3 837 96.1 1055 125.1 630 60.1 1051 110.5 822 68.8 1051 119.1 021 60.0 1051 118.1 621 ILIL 661n 167.1 957 170.0 789 139.3 957 151.8 805 118.4 957 134.0 790 104.4 057 121.6 777 02.8 957 112.8 787 83.6 957 106.6 769 69.6 957 100.0 750 50.7 957 96.0 748 52.2 957 08.0 746 $,�$ 721n 128,7 804 135.2 698 107.3 604 115.2 SM 91,9 804 101.3 871 80.1 804 01.4 600 71.5 1104 84.1 650 64.4 601 75.11 813 53.8 &14 72.3 633 48.0 864 09.9 829 40.2 804 69.8 028 !2 �g E �W 761n 109.4 722 114.4 630 91.2 722 97.2 816 70.2 722 65.3 608 66.4 722 76.7 696 60.8 722 70.3 568 54,7 722 55.5 560 45.8 722 59.5 570 38,1 722 68.7 ties 34.2 722 59.2 564 F- W, 761n 101.2 685 105.6 600 61.1 665 89,6 SBB 72.3 885 78.5 577 63.3 665 70,5 560 58,2 685 84,6 680 50.8 685 60.1 653 42.2 805 54.3 543 36.2 885 61.4 537 MA 685 60.7 538 F• N 90 In 65.9 556 66.0 457 64.0 615 57.5 449 47.1 515 50.1 441 41.2 615 M.7 434 36.8 515 40.6 428 33.0 515 37,4 422 27.5 515 33.1 413 23.5 CD 513 30.5 407 20.6 3111 28.1 104 a X Z N 06In M.J 153 65,6 404 43.J 15J 47.1 397 38.0 453 41.0 301 33.9 453 36.4 385 30.2 453 33.0 370 21.2 453 30.4 374 22.6 453 26.6 368 19.4 453 24.3 360 17.0 453 220 356 h• c0 8 10 U) MIb$too in 38.t 350 39.0 323 31.0 350 32.8 318 27.2 356 28.4 313 23.6 350 26.2 306 21.2 388 22.7 304 19.1 358 20.8 300 15.9 3% 10.0 293 W � $ H I In III In 3S.1 338 35.8 306 223.3 370 30,1 301 25.1 338 26.1 2237 22.0 338 23.2 203 123.5 338 20.9 289 17.11 338 10.1 285 Q' X N 1201. 27.6 200 20.3 164 23.2 290 23.8 260 19,9 290 20.6 256 17A 290 18.2 257 13.4 290 MAI 249 V N Q 1441n 16.1 201 16.3 106 Da-c Z (1) ll) TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA $ 050 0 GazAa AnchorCe acI Table(lbs] ANCHOR CAP,,_,,_) sumtmle: 2.7kco¢n4e 3Ilk canc. Halm CMU FlnadCMu FTwond Mae (OP)X( =ANCHOR CAP.,,, BNA Vd'ssFJceHISEko tlq•SSElco 010Slee AntSteal012 SteelMLLONAndhOrCllp POltema Anchor Type. 3r1S Elco UB roc on 1/4'ElcOUtlwmTIVEko uemcm 114'Eko USmcorl AgoeGaOr U1Iw0n A1arU9ala screw(G6)ScrLw(GS) screwlGs> USE THIS FORMULA TO OBTAIN T E'AN R Edge Distance n r 2.12 1• 2.142 t' 2412 P 2-12 2 3.116' 7 CAV o.54- o.Jz4• CAPACITY REQUIRED"CORRESPONDING TO AN Embednml n 1314• faro' tale• 104• 1414• 1.14' 1414• 1.14- 1.14• 1.114• z 1318• 1318- rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Pn mars 404.73 Mln O.C.I Standard a Ott5t4C gt 39D IDS 305105 450lbs 890100 270lbs 280bs 354 tos 740 tbs 374 ma MA ba 946105 3d+IDS 442 Ora r ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMtaa9®1.15'MI6 0.0 I Standard(m 011i Cl1p(714 2) 480 Ins 700 war NIA WA NIA 366 es N/A WA Nu WA WA 682InS 685 9a 1126 roar CAPACITY(FROM THE TABLE)OF THE SELECTED4 Amrm 403'Min.O.C.1 215 AnPCUPSf A9' 780106 760106 SW lbs 151D ms Ti40roa 560100 NIA 760Ih5 7481bs 8801b3 1892U 682W 695®s 1120 qs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arc Mm®0.45'Min O.C.I UClip•Into.IW Alum IQ4 NIA WA NIA WA NIA WA NIA R/A IIA WA WA WA WA 1430 Ws CAPACITY WHICH MAY BE USED TO QUALIFY 1AMlorlFCl1p(R9, I.. 11 2251236 445105 135 Rds 140 Its 177 IDS 370106 1871bs 3321b6 473105 170 Cs 2211a 280106 ADDITIONAL ANCHOR OPTIONS FROM THE 2A h5m0I,13MIn0.CJFC9p g6 240M 350 WS NfA WA NIA NIA 190145 NIA WA NIA WA WA 3411bs 442 a6 YA IDs ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. os enmplYing wilh ch.Florida Building Code tr b21 O FIGURE I: FIGURE 2: TABLE NOTES: F-1250"-i AMptaOce No 6b 3 Ex imlim Dale 2 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. NhM11( do Product ISIllllrll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �\\�nt�( LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.186' ��1,,•'`)Gt:NSF ' 6� ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. p10.58705 � � BE USED .265" _ ',� ^_ IN PAIRS. - I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND () ICS FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL O 1. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r ) Sl '1 L • 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND /. X 3.160•X.265'MULLION �� F(OR50�'•`�r-2\� • • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICKAND A36.ALL (1.114'VF MULLION) ��' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. a #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LFL�P.E.#58705 E TABLE 9A Mulllon Capaolry Table(IbefRa) IG A�`� 4; Opening Width(for vereceV-sparmIng murions)or Opening Height(far hodzontely4tpam)ng mlNons) G' �r 506, 601n 701n 80 in BO N too In 120 h 1401. ISO In 1,26 N 9.20 Reclen�Jler Tmprrdana ft.tergular TIWTrl n0 P-13-9tlar TmprTdanO. Raelargdm TrapWdcng Recte.Wdar T.pFTdonp. Rectangular TrepWd.ng. RactangNar Tmp•Tneng. R.Wipilar TrapWdmg. 11.1.ngd. TmpWdang. SY O X.100 Load'ng Lowing Lading Loading Loading Leadng Lowing L..dinp Lowing Latlng Leading Loafing Ladng Lading Loading lnadmq Latlng Lading �� U Alum, n Tube `1 _ _ _ ^ _ _ _ P.- _ _ ;;• F _ _ F $•_ _ n _ � Mulllon t1 q�h� �� (3$` � qy��}• � �� p�a � �� gy�� rs� �` � yp�� qg�� ' q�g � d � N cc 421. 170.0 020 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 153.] 1118 ROA 521 127.7 1118 110.0 521 109.5 {118 170.0 521 85.8 1118 170.0 521 W 481. 170.0 708 770.0 521 170.0 050 770.0 501 187.8 870 170.0 070 td8.7 976 170.0 881 130.1 918 110.0 877 117.1 879 170.0 BBO 97.8 078 170.0 680 818 078 170.0 880 73.3 BTB 170.0 080 J W 50.825 N USA 747 170.0 683 170.0 808 170.0 631 160,1 821 170.0 884 131.8 127 166.5 708 117.2 821 159.1 899 105.5 927 156.3 096 87.9 927 156.3 695 75.4 927 156.3 095 85.9 027 150.7 695 � �S (Z 5/N 170.0 797 170.0 612 154.5 869 170.0 891 132.6 860 163.9 BB3 118.8 089 141.6 669 107,0 BB9 131.0 660 92.7 069 128.6 851 77.7 861 128.8 652 68.2 869 128.8 652 57.9 869 128.8 652 LU a 60 in 143.2 746 153.8 634 110.4 746 132.3 620 1023 746 117.6 608 89.5 748 107.8 599 79.6 748 101A 692 71.8 NO De.8 587 59.7 748 93.3 581 51.2 746 03.3 583 11.6 748 93.3 603 00 N M .S 81 L1 123.7 877 132.9 570 10J.1 877 1f12 566 BBA 077 100.4 655 77.3 877 81.4 640 06.7 677 85.2 619 61.0 877 81.0 531 51.8 871 71,0 526 14.2 677 1&1 529 1&1 817 76.7 620 0841 107,8 011 114A 6]0 88.7 611 97.8 619 78.9 817 06.3 500 87.3 017 78.3 600 69.6 817 72.e 484 57.6 017 88.7 489 N.e 617 81.4 167 38.4 817 63.7 482 73.0 611 07.7 /8t d 721, 821 518 07.1 450 10.1 518 74.2 440 59.2 518 65,2 d32 51.6 518 58.8 425 48.1 516 54.2 41041.4 618 50.7 414 34 5 518 40.8 400 29.8 518 4S.0 406 289 518 45.0 405 C 761n 705 485 73.7 406 583 IBS 62.6 398 50.3 465 54.8 190 {4.1 465 49.4 384 39.2 465 45.3 378 35.2 185 42.2 374 2BA 485 38.3 367 25.2 405 36.5 381 22.0 465 38.2 363 ^2 5 g 7ri1 nW 76 in 85.2 441 68.0 387 54.3 441 67.7 378 46.8 441 60.0 372 40.8 441 45.4 368 36.2 441 41.0 360 32.6 441 38.7 350 27.2 H7 34.9 349 23.3 441 33.1 346 20,4 411 327 345 J O Z 90 in 42.4 332 43.6 205 35.4 332 31.0 289 30.3 332 32.3 284 26.5 332 29.8 280 23.0 332 28.1 270 21.2 332 24.1 212 77.7 332 21.3 266 15.2 332 19.6 262 13.3 332 18T 260 F 96 in 35.0 281 35.8 260 29.1 201 30.3 258 25.0 291 26.4 232 21,9 281 23.5 245 18.4 291 21,3 244 17.5 201 19.5 241 N.e 291 17.1 238 12.5 201 15.8 232 z Q CF) O 1081. ZZ 21.9 270 25.1 208 20.6 230 21.1 205 17.5 230 18.1 201 16A 210 18.2 186 Fa.. X z 00 p y0 gr 1111. 22.9 218 27.7 107 180 210 19.1 194 10.2 278 16.8 797 11.1 210 14.9 108 C4 a 110N 1T.B 197 16.2 170 14.9 lei 15.3 187 W C7 LY X If3 N _Q a$- Z m m"O x0 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 Anchor Capacity Table Ibe) ANCHOR CAP.,,„,,,.... St1D41m1a: 2.74 Concrete 1.5N Cone. Ffollow CMU FaMS" PTwood Metal (DP.)X( )=ANCHOR CAP.- 3116'Eloo 174'S9 Ek0 5116 EM 114012 Steel 012 Sled MULLION CAP.,,o,,,,,, Anchor Clip Patterns Ancharlype: 3116 Elw ullmon 1/4•Eko Uibacon Udmcon Y18'Eko UNacon fr4'Eko Unmcon AgWeG.tar InOacon AOScrew(G5) Scmw(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edga Mlmwo 01: 1' 2.112' 1• 2.112' 3-778' 1• 2.102• 1• 2-12' 2' 3.110• 0.51• 0.324• CAPACITYREQUIRED•CORRESPONDING TOAN 1-314• 1.11• 1.311' 1.314' 2- 1.114' 1.114' 1.174• mi4• 1-114' 1-114' tare' rad" ACTUAL PRESSURE REQUIREMENT FOR THE 2 Am""'04.75'Min.O.C./Standard a Nset Clip(Fig.13 39D 0a 39010. 450 Sea 0900e 1644 Ts 2701as 280 lb. 35410. 7401bs 374 lea 6640. 946 It* 311 Ibe 442 Its 5600. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15•Mm.O.C.I Standard(w Offset)sip(Flg.2Y 4000e 700 ft7a WA WA NTA WA 3801x. WA NIA WA WA VA $821h6 8951es 1120 Sill CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®3'Min.O.0 1(2)2x5 Angk Clips/(Fg.3Y 78D 0w 780 The 68004 15W N. 18960s 540Ios SW Ras WA 760 IW 748 Ib. Stow 16021h3 682 Iba 6851b5 11120!be MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 An40om C 0.54'Mln.O.C.1 U alp,Into,100'Alum.(Ffg.dY WA WA WA WA NIA WA WA WA NIA WA WA NIA WA WA 9500. CAPACITY WHICH MAY BE USED TO QUALIFY I Aroharl F47p(FI0.5Y 195104 195- 2251. 14597e 822 The 135Ibs 40 The 17710. 370 lbs toy Im 3320. 4731ba 1700. 2211as 280 toe pDD1TIONAL ANCHOR OPTIONS FROM THE 2 Anchwil lw!5'MIn.O.C.f F-alp B). 2/t)lbs 35010. WA WA NIA WA 100 V. WA NIA WA WA WA 34197. 442105 580Ibs ANCHOR CAPACITY TABLE. PRG7UC'f REVISED os muplying with tho Florida FIGURE 1: FIGURE 2: 1.250" Accepla Codc TABLE NOTES: Expiration Date •O • • • • 4041 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Jvli Dode P_gi 1111 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �`�,` 1,YNFd/�/4e /1 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' �,1GENS� •. i�l CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 NO,58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •100• !.() .• � FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ;•)�\•, .1� r Sll+t�'.If • 8063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND � ��•., - '-'- • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL ' '� ••F..O ...... ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION �7•,.7/0�!£1 �1` • 010&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN OEE!�,P.E. FL P.E.#58705 TABLE 10A o Mu111on Capacity Table phNR7) 74 u Opening Wdth(5Dr 1.edicelyspeming millions)cr Opening Height porhodzoriellyspanning millions) a!'c! 60 in to In 70 in 80 In so 100 in IN in 1d01n 160 N m'4 0 Mclwqular ha riwg. Roden ar Tra Irdeng. Redangdar Tre rung. Rxla lu TrepTriang. Reda lar Tre Brian Rode alar Tre riw Radon Iw Tm p'T Ing D PR P 0 ng P77 p. W p11'riang. Rectangular TrspTriang. Raclangdw Trap+rriang. 4 1.26 8242b Landing Loading Landng Loading Landing Laading Lowing Landng Laad'og Lowing Loading Loading Loading Landng Loading Landng Loafing Loading Sx J Alum.Tube , s •c g� .s .g� .F .g_ .F .§� _ ,. .s .- .. s .s .E,. § .F .�• .c_ .• .�_ Mullion 6' Sy a :� B- fiG. u a�' u` I g` u o2 8` Po �� P :2 a S �B �2. ? '2 Sc• 8 �€ (V u' U) 421n 170.0 620 170.0 435 170.0 744 170.0 418 17D.0 668 170.D 506 170.0 992 170,0 519 170A 1116 110.0 621 170.0 1740 170,0 521 179.0 1188 170.0 521 1TO.0 1735 170.0 621 170.0 1983 110.0 521 J W 48 in 170.0 108 110.0 524 170.0 BSD 170.0 584 170.0 992 170.0 630 170.0 1133 1701 661 170.0 1275 170.0 577 170.0 1417 170.0 Egg 170.0 1700 110.0 66D 169.7 1979 17DA 680 148.5 1979 170.0 680 56.625 In 110.0 747 170.0 563 170.0 896 1700 631 170.0 1%6 170.0 6Bd 170.0 1195 170.0 723 1700 1245 170.0 767 170.0 14% 170.0 156 170.0 7793 170.0 756 152.1 1877 170.0 75fi 133.5 1877 170,0 766 W$ (f) Nin 170.0 797 170,0 612 170.0 956 170.0 691 170.0 1116 110.0 754 170.0 1276 17D.0 803 170.0 4434 170.0 637 170.0 16% 170.0 656 156.4 1759 170A 861 134.1 1759 170.0 061 117.3 1759 170.0 861 W nO m 601n 170.0 885 170.0 701 170.0 1063 170.0 737 OLD 1240 170.0 876 170.0 1417 170.0 924 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.11 151t 170.0 1063 103.6 1511 170.0 1063 g0.6 1511 170.0 1063 H r� � U) 63 Mn 110.0 930 170.0 745 170.0 11% 170.0 853 110.0 1302 170.0 %O 1566 1370 tiD.O 1016 1392 1370 1T00 1076 125.3 1310 164.0 1082 104.4 1370 155.9 1072 89S 1370 155.3 1010 763 1310 155.3 1170 2 W a 661n 170.0 974 i7D.0 789 170.0 1169 170.0 903 Ib5.6 1218 170A 1002 136.2 1248 158.6 1D13 121.1 1248 141,1 1000 INA 1NB 139.0 939 90.8 1248 130.4 918 77.0 1246 129.0 976 66.1 1268 129.0 975 Z r72P49.7 1%9 170.0 818 139.9 1119 150.2 892 119.9 1049 132.1 876 1%.9 1%9 119.1 Bfi0 93.2 1019 109.7 BIB 83.9 1019 1027 838 69.9 1049 %.3 825 69.9 1069 91.2 1120 52.6 1249 91.1 820 0 7G in %1 169.1 972 118.9 %1 1268 905 101.9 %1 111.2 797 09,2 961 100.0 777 79.3 %f 91.7 766 71.6 %1 85.5 761 59.6 911 77.6 714 61.0 %1 74.0 737 44.6 %1 73.3 736 6% 137.6 783 110.0 894 116.9 767 94.3 8N 102A 753 82.6 B% 91.9 740 73.3 B94 %.1 730 66.0 894 763 721 65.0 8% 70.7 707 47-1 8% 67.0 701 41.3 6% 66.1 698 Y r r 671 88.7 596 715 671 74.9 665 614 671 85.3 575 63.7 671 60.2 656 47.7 671 529 558 43.0 671 48.8 551 36.6 671 43.1 G19 70.7 bT1 39.7 531 26.9 671 37.9 026 z � Q N 690 72.8 627 59.0 690 614 SIB 50.6 590 53A 509 44.3 690 47.6 502 393 61D 43.0 4% 35.4 590 39.6 468 29.5 590 111 . 90 31.6 669 721 1. 29.1 424 4x Z � p 466 50.8 421 41A 466 42.0 414 36.5 466 37.1 108 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 39120.7466 23.5 Jg2 17.8 466 212 315 16.6 466 19.fi 370 61)Cn N0III In W1 46.7 400 382 441 39.3 393 32.7 441 34.1 387 26.6 241 30.2 302 254 441 27.2 376 22.9 241 26.9 312 19.1 441 21.6 363 16.6 411 19.3 356 17.3 441 17.8 351 co 120 in 36,3 378 36.9 344 30.2378 31.0 339 25.9 378 26.0 331 22.7 378 23.7 329 20.1 375 21.3 325 16.1 378 19.6 3Z1 15.1 378 16.7 311 (L' X CO U) to 116 in 21.0 262 21.2 242 17.6 262 17.8 239 15.0 262 153 236 N Q a o U) TABLE 10B n Z m O ANCHOR CAPACITY ADJUSTMENT FORMULA: ..� �y� AnchorCepacity Table(lbe) ANCHOR CAP.,„,,,.,, a o ��-� s"Nale 2.78 O mmie 3.61tConc. HO"CMU FIDcdCM1 PT WOW meld (DP,)X( )=ANCHOR CAP.,,, Cfl6'FIcO V4'aS Fill 5116'Ek0 16'55 Elco oto Sled e12sl0el 012 steel MULLION CAP.,„,,,,a AnchorCllpPetteme Anhar7ype 3HCEItoUOraon 1/4'Ek0Ua2con unrecon 3'tCElcaunrecm v4•El000aacon AffeGal" Unman Aggreualor screw(G6)Scrw(G5) Grew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge C(sterce On) 1' 2.112• 1' 2-112 3.178' 1• 2.17 1' 2-112' 7 3.118• 7 0.48• 0.54- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Fmlednenl n 1 Me 13x4• 1x74• 1494' 2- 1-114• 1.114' 1-14• 1-114' 1-114• 1-114' 2' 1-318' 1310' woos ACTUAL PRESSURE REQUIREMENT FOR THE 2A(ICI1aR®475'MIn O.C./Standard aOMet mp(Flg ty 31D I's 390 I. s 27 450 105 880Its 1644 ns VO 260 8s 354 I. 740105 374109 664 Ugs s Ed 311 Rs 442106 550105 OPEN IN G.W HEN IT IS LOWER THAN THE MULLION 4 Alphas@1.15-MM O.0 7 Sta•dard(or Glsel)Up(Rg 2y 48D 1. 7Do No NIA WA Nlq NIA 3801ld NIA WA NIA WA WA 682109 8B5i16 1120105 CAPACITY(FROM THE TABLE)OF THE SELECTED /sa7�TMm.O.C.f M 2x6 AngleCUps I lnlp 3y 780lbs 700 We 680lbs 1661 Ila 1686 lbs 640Its 660IDs WA 7601. 740 bs goo 1. IBM Mie 662 W6 685105 112026 MULLION.IT WILL YIELD MINIMUM ANCHOR 3Arctnrs®0.64'Mn.O.C.I UL4p,Into.100'Alum.0=10 4y NIA WA NLA WA NIA NIA WA NIA WA NIA WA WA NIA WA 050 to CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amr"1 FCPp(FIg R 1451M 195 Me 7251115 445 Mos 8221D5 135105 1402E 17?Ids 3701. 167 ibs 332105 413116 1701. 221105 280 War ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anhod Q 1.15'min,O.C.1 F-M(Hg 6XI 210 p5 3501. NIA WA NIA NIA loo its NLA WA NIA WA WA 3.711. 442106 5fi01os ANCHOR CAPACITY TABLE. PRODUCI-REVISED us complying with Oho Fbnibt FIGURE I: FIGURE 2: OAcccp4WCce No 1(o'bZl$,6^j TABLE NOTES: t210" Ex imlioa Daic 1QQZ� • • • • i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By r� ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Minn'IMda Troduci'-"'-'c.J 1111111 I1f 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �`•�C�"( L 1`1 i.J,�� FIGURE 3: ,�'•'.•'�L(;EIJS( I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 ANGLE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23-FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4•BEPRESSURE-TREATED YELLOW SOUTHERN PINEWITHAN SG OF 0.55.ALUMINUM SHALL BE •.• so TE • • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ;.c,� A'CC1ft1pP.•'•��•; .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL :�•�Q. •••" \� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25"X.624• �/7`%I()j•�;;�: �.v� • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LLYNNl' LL R,P.E. FL P.E.#511705 TABLE 11A aK n Mullion Capacity Table Bbagt') A Y Opening YJldlh(forvedlcaltyspardrig mtlliols)cr Opening Haight(forhod2nrtalyspanning mullion) a! a 601n 60 in 70 in 1 60 in so in 100 in 1201n 140 in Min " Reclmgular TrapRflenq. RrgnnguW Tmpl7rianp. R,dintgulm Tupr7dang. Recungulor Treprrfi. Reclangunr TnplTdmq. RI,IwgUkr Tup/Tdeng. Rmlangular Repr7denq. Rectangular Tiepr7dan9. Reclenglaar Tfep7frlang. p 12fi x3.84 LoeQinp Load'vg Loafing Loed'sg Lowing Loading Lowing Loading L9a6rg Laednq Lading Lokng LO earre Loafing loading loading Loaang Lcadiig sY x.624 Alum-Tube ,€ �•.. §' € �'� € F $_ •€ €' s €.. .F .€_ .€ s .€_ .€ �' .€.. 'E s� �' €.. € s',. .. a� € �' d Mullion o S� 8 6S g e d 8� 8' m" 6B C4 cv u" u u u9 u LIE v u Y u u v E u u L u u e is %' a< s' a a « G �a � �« �� a € �a :1 a« € �a f� �a �� « � a« �� a o H� 42 in 170.0 620 170.0 435 170.0 744 1700 470 170.0 869 1709 506 170.0 992 170.0 819 170.0 1116 170.0 621 170.0 1240 170.0 621 1700 1488 17D.0 521 170.0 1735 170.0 621 170.0 1987 170,0 621 J LUW 487n 170.0 108 170.0 524 170.0 550 170.0 651 170.0 992 170.0 670 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 110.0 1%3 170.0 630 170.0 2267 170.0 600 60.625 in 170,0 747 110.0 667 170,0 896 170.0 fi31 170.0 1046 170.0 681 170.0 1195 170 0 727 170.0 1316 1700 747 170.0 1491 170.0 755 170.0 f}9) 170.0 758 170.0 2092 170.0 75fi 1700 2791 170.0 756 �2 �o 641, 170.0 737 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 INS 170.0 007 170.0 1474 170.0 637 170.0 1S% 170.0 856 170.0 1917 170.0 861 INS 2231 170.0 861 160.2 2403 170.0 861 m O Q 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170,0 1033 17D.0 2125 170.0 1063 119.3 2163 170.0 1063 1248 2163 170.0 1063 F U J 63in 170.0 930 170.0 74S 1700 1116 170.0 850 170.0 1302 170.0 940 170.0 1498 170.0 1015 170.0 1677 170.0 ION 170.0 1859 170.0 1122 155.9 2060 170.0 1169 134.6 2060 1700 1171 177.7 2060 110.0 1171 W IL m 661n 170.0 974 170.0 793 170.0 1169 170.0 903 170.0 UG4 170.0 1092 170.0 ISO 170.0 1086 170.0 1753 170.0 1IS5 170.0 1918 170.0 1210 1410 1966 170.0 1275 1226 1%6 170.0 1286 107.2 1968 170.0 1788 m 72[n 170.0 1067 170.0 878 170.0 1276 110.0 1009 170.0 1488 110.0 1126 170.0 1100 170.0 1228 154.1 m4 170.0 1315 138.7 1734 1fi9.8 1386 1156 1734 155.9 1761 99.1 1774 160.0 1752 86.7 1731 150.2 1752 J P B a Ifi in 170.0 1122 170.0 937 170.0 1366 170.0 1080 165.5 1555 170.0 1209 147A 1656 166.2 1285 1311 1556 151 5 12 BE 117.9 1555 141.7 1251 99.3 1556 128.3 1229 84.2 1556 122.3 1219 77.7 1556 121.2 1216 = z J 7S.. 170.0 1151 170.0 %7 110.0 1781 170.0 1116 155.9 1177 169.3 1245 136.0 1477 1520 1224 121.2 td77 139.1 1206 109.1 7477 129.5 1191 90.9 1171 $16.9 1169 77.9 1177 1109 1158 68.2 1477 109.3 1151 Q 90 In 142.0 1110 146.6 986 116.4 1110 123.9 968 101.5 1110 107.9 951 BBs 1110 98.3 936 78.9 1110 87.5 922 MA 1110 %.7 910 59.2 1110 11.3 Bill 50.7 1110 SSG 878 44A 1110 62.7 B70 cq <- W, � O 96in 147.0 975 IN 872 97.5 975 IOf.i 856 87.6 975 08.7 642 732 975 70.6 029 65.0 976 Z aI 11.2 817 58.5 975 65A 807 4A.8 976 67.1 709 41.8 975 527 776 36.6 975 19.3 767 F �(._Z � `- 108in 82.2 7fi% 66.5 IT1 70.7 685 58.7 771 61.3 614 SIA 711 64.3 651 45.7 711 49.0 655 41.1 171 N.9 617 31.3 111 78,9 632 211.0 771 35.0 621 25.7 771 32.4 617 d7 oO S 111 i, 75.7 �43g335.1 661 fiii 770 65.0 650 64.1 n0 56.3 640 17.7 730 19.9 631 12.1 730 d5.0 622 37.9 770 {1.1 614 71.5 770 %.fi 600 77.0 730 31.9 SB9 21.7 770 29.6 581 W CO 120 in 59.9 559 49.9 621 512 SW 42.8 671 4, 552 3l.S 631 79.2 641 37.7 62d 75.3 fi7T 30.0 624 37.2 571 25.0 624 27.7 619 21.4 674 ?A.6 509 1B.T 626 22.5 501 d' x N 144 in 34.7 400 28.9 173 29.4 395 &.B 133 25.4 390 11.1 477 22.d ]05 19.3 /7] 20.0 781 17.7 d]3 181 376 (� N Q O 0 EL c Z N l!) TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: !L m1`00fAnchor Capacity Table(Ibs) Ai �rcE-� ANCHOR CAP.,_,_ F o" SUDslrale 2.7x(brcfele 3fikCrnt. N01bwo4U FAIeOCMU VTWaod MIA (Olu,)X( )=ANCHOR CAP.,,, 5r16'EICO 116.55 Ek0 5716-Elco 114-SS Elco N1061ad N125Ifxl N12 Slael MULLION CAP.,,„,,,,, AnehorCllp Patterns pAdhaT3'pa 3'1s Elcounmcon tIa•Exouuaeon UflrMon WIG?Elco lAmcm v4•EIcoUNacon nggcada U5lacan Aggrecuar Scnm(G6)S1rcw(G5) SerW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EcIlie Distance n 1• 2-1T 1' 2.12* 3-tls 1• 2-1z 1• 2-172' z 3.18• 7 0.48" 0.51• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emoednall n 1,V4' 1314• tau• tale z 1-114• 1-14• 1414• 1411• 1-1/4• Me ztan• ions later ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnchXs 4.75•Min.O.C.r Slandal0 w0ebe1C 91 390 D6 3901¢5 450 Ills 000103 1644 M270 Ws 2000 354 We 7401to 3741bs 664 ga 946103 341105 442 Me E60 ns OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcllas 1.15•Min.O.C.I Slanoam o7 Mel COP(Mg. Ra 480 lbs 700 NIA WA NIA NIA 368[be NIA WA NIA WA WA G52 ft 665 Its 1120105 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcnors QT Min.O.C.I 216 Argle r 93Y 790IOs 780 MG 600 is ISM Re 10%Ibe 540 IM 560 IDS NIA 750106 748105 1180 gs 1592103 6B21D9 Miles 112006 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arclnrs 0.54-MIn.0.C.lU.CQpkIlo.I00rA4um. k14Y N/A WA NIA WA N/A NIA WA NIA WA N/A WA WA NIA WA 1267103 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archon FCSp 9$ 1951bs 196Ib4 2251Ds 445108 822 IDS 135 IDS 1-00 ke 177105 3701Ds 107 105 3921bs 41310e VMS 2211b6 280105 ADDITIONAL ANCHOR OPTIONS FROM THE 2ArcrOrs 1.16•MIR O.C7FL0 96Y 2/0169 35006 NIA WA NIA NIA 180106 NIA WA NIA WA WA 341109 {4205 660105 ANCHOR CAPACITY TABLE, PRODUCT REVIS13D os complying with tho Flofl& t25O" Building Codc FIGURE I: FIGURE 2: lcc NO TABLE NOTES: Acp mwon Dale /LC2) • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, f Dade 1'mdu91 •\14111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .�� {VNIN FIGURE 3: ;'��>, i-NSF '•.`p GLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 \� •'• \>'-'" CL P MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4 ' Flo BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. n` I•IG.58705 •7. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G. I;- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -''3 D (U-" FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %� ;;r,�rr:Or ti/ • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ^ '. r.•'•,./-LGR(0�'•''+C'�`�� $ • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL .'/1 5+ '•••-••. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 15��()I\J 910&#12 ANCHORS INTO WOOD MAYBESTEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94•X.624' A.C N1 MIL1.�R,P.E. MULLION FL P.E.#58705 TABLE12A Mullion Capacity Table Ibelfiz 4npt Opening Width(for vertically-spanning miLlons)or Openln g Height(for horizontelty-sparring m illons) "1 501n 601. 701n 80 in 9018 t 1001n 120 In 1401n 160 In >e < Rectangular Trep'Tdeng. Recleogular Tlapfltlang. Raelangular Trapri8ang. Reetan9rler Trap7lderg. ReelangulM TreplTdmg. Reclangi4er TiaplTden@ Reeleispia TrepRdarg. Reclanpular TrapRdang Reeterpular 7tap?deng. � 2%4%.26 leading Leading Loading Loading Loading Loading Loading loading Wading Wading Loading Loadlne Loading Wading Loading Londng Loading Wading q a r .g .�• F F +: a p S k' P P �' ' Alum.Tube � Mullion 8 8 8 d 8t 8 d 5 c3 a c9 3 da d Set b 8a 6 So Sd 8a S� 3� c� s` }`a}a2x b 5 g hE[ gy egg 6 jF$5¢ 6 in 6 6y 6 qg$ 6 1gt 5 spy S p$e 51- � J az f did d d z L 111 421n 170.0 620 170.0 435 170,0 AS 110.0 478 170.D 888 Vol) $06 170.0 992 170.0 510 170,0 1118 170,0 621 170.0 %40 170.0 621 170.0 14881 70.0 521 170.0 1735 170.0 521 170.0 1963 170.01 521 O � 481n 170.0 708 170.0 524 110.0 650 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 601 170,0 1276 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 660 170.0 1983 170.0 660 170.0 2267 170.0 680 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 758 a; N 541n 110.0 797 170.0 612 170.0 956 110.0 891 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 866 170o 1913 170.0 881 170.0 2231 170.0 861 170.0 25M 770.0 861 (y CD� � 60 in 110.0 685 170.0 701 170.0 1063 170.0 797 Woe 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2470 110.0 1063 160.8 2880 170.0 1063 In 631n 170.0 930 170.0 745 170.0 1116 17o0 650 170.0 1302 1700 940 170.0 14B8 170.0 1016 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.8 2553 170.0 1171 F '1 6618 170.0 974 170.0 789 170,0 1189 170.0 003 170.0 1381 170.0 1002 170.0 1568 170.0 1088 170.0 1753 170.0 1155 170.0 1940 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 1329 2437 170.0 1288 m on 7218 170.0 1063 170.0 878 170.0 1275 170.0 1008 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2181 170.0 1480 124.8 2184 170.0 1528 109.2 2164 170.0 1570 Z C) S� 3 76 In 170.0 1122 170.0 937 170.0 1348 170,0 1000 170.0 1670 170.0 1209 170.0 1794 170.0 1372 1(15.1 1860 170.0 1421 148.8. 1980 170.0 1505 121.0 1980 181.8 1518 708.1 1980 164.0 1535 92.9 1980 162.7 1531 � 0.� � Z 2 781n 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1414 137.4 ISM 163.1 16M 114.5 1681 147.3 1473 08.2 1661 139,6 1458 85.9 1661 IVA 1454 Q f) 9018 170.0 1128 170,0 115 148.1 1388 158.0 1219 1121.6t3se 138.0 118(1 111.8 1398 121.3 1178 99,4 1388 1102 1162 60.6 1790 101.8 1147 71.6 1388 89.8 1122 83.81398 82.7 7105 65.8 1398 78.8 1096J117.E 12M 151.5 1098 122.9 1229 127.8 1079 1112 1081 82. 1220 98.9 1044 61.9 1729 89,6 1020 73.7 1228 82.1 1018 61.4 1229 72.2 983 52,7 1219 65.9 977 46.1 1220 11.1 961 Z05 50818 103.6 971 105.8 877 06.3 971 80,0 882 77.2 849 84.7 971 68.4 837 57.6 071 61.8 825 61.8 071 66.6 015 43.1 971 49.0 796 37.0 971 M.0 782 32.4 971 40.6 771 fA NNo919 97.3 1132 79.5 919 81.9 810 70.9 006 69, 819 62.8 794 53.0 919 56,7 784 47.7 919 51.8 774 39.7 919 44.6 756 34.1 919 40.2 742 29.8 919 37.1 732 WX12086 756 786 76.8 716 828 700 61.6 705 fi5.0 895 47.2 786 48.4 688 41.9 786 44.167737.7 788 40.5 866 11.6 7M 34.9 853 27.0 788 31.0 611 23.8 780 28.4 6J114418 43.7 648 44.2 604 36.{ 518 17.0 490 31.9 495 27.5 546 29.2 485 24.3 640 28.1 479 21.8 648 22.9 474 19.2 518 18.6 401 15.fi 540 17.2 455 11.7 548 15.8 448 Q N Q O Q BL 12 ANCHOR CAPACITY ADJUSTMENT FORMULA: �: Z to Anchor C6 eeltYTabl•(lb• m0 s: ANCHOR CAP.,,,,,,,,, SoaUste 2.7k Cordae ask Cont. 11"CMIJ FYIMCMU 1 T Www Us (DP..)X( )=ANCHOR CAP... 91e F1co 114'ss FJco ty16'Elco 14'SS EItO #110-co W steN 10126112!1 MULLION CAP.,,-,,,,. Anchor Clip Patterns Anchor TyK 3H1 Elco Uiiracm 11d'EkO Upracon 8511 FJco Ultracal 14'EkoUprdcgl upmcon Aggrecator Ultmem AggmGala Str (05)Scf-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E nsfame n 1' 2-12 1• 2-17 3-Irs• 1' 2-12 1• 212 7 3-16• 2 0.48• 0.54• CAPACITY REQUIRED'CORRESPONDING TO AN Embeonml0n 1-74• 104' 1-141 1y4• Y 1.14' 1-14' 1-1/4' 1.14' 1-1/4' 1-114• 2 1.'3'8' 1-B• ACTUAL PRESSURE REQUIREMENT FOR THE 2Anthm 475-Min O.C./Stw4vd orcow ce I 3901bs ago Ibs 450 D5 09015 ISM Ibbs 00lbS 280 Ite 354 ms 740105 374106 664 all 946 get 341115 442106 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcllofa 2WMIn O.C.ISIaf10aM gfsel al 9- 7401bs 740 On 630 ms 1465 t5 1424109 N/A Seo 96 NIA 695 I5 NIA BBO lbs WA 6B21bs Bas lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amhao 0 1.71'MIn O.C.181arMraa Orae1C 4' 885106 0501 75815 19451bs NtA NIA 705 Its NIA 79915 NIA WA WA 1022 its 1327100 1E8D 105 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arc1»rs 7MIn.O.C./ a5A CUs/ 7801bs 7 fi801bs 15MIte 180615 ams SBO Me 114/A 760116 746 ms 88D 15 1992 RE 682lbs 8115 Ws 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6ArrtMis YMIn.O.C.r 215A leCr / 1170Ibs 117015 1020106 234015 2844 ell a s 840106 NIA 1140 Its 1=lbs 1320 lbs 2098 On 1e221bs 1327 i5 1680116 ADDITIONAL ANCHOR OPTIONS FROM THE 3Arelion 1.34'Mn.O.C.I UG In:0,125'Alum. NIA WA NIA WA NIA N/A WA NIA WA N!A WA WA NIA WA 073 ANCHOR CAPACITY TABLE. 6ArcMr9 0.69'Mh.O.0 lU4;1 1810.178 Alum. .8 NIA WA NIA UA NIA N/A WA NfA WA NIA WA WA WA WA 21 Wet PRODUCTREVISED 2 AMtion 268'Min.O.CJFI 370 m5 3701t6 31515 74915 712108 NIA 280100 NIA 34815 NIA 44D IDS WA 341 M 442106 5609s z4 complying with fb0 Florid. 3Amhols 1.71'Mtn.O.C./Flt Flp.10 4431 5251 9701 079 Ib6 NIA NIA I 35315 I N/A I 2991bs I NIA I It WA 51115 WA 105 goo Ax 0°ildmg Coda WO-0-219.0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acceptance tlonJ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expimli i1 Det-Tua=ow I FIGURE I: FIGURE2: FIGURE 3: FIGURE4: By 1 • • • • • • • TABLE NOTES: 2.000' Mi an1 Dade product Cao 11\111111/ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR � �� • • • • • GENERAL INSTALLATION METHODS. '��(•'11C,F.NS/t '•(FP FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • .250" 4.000" _ )Jo.1.10705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLEE :,(A • • LOCATIONS. � .• S'Ai f3 O� :J:: FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT %(�'�'•. /`CORtp V,,-•'f `, • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i�E�s�r�'•••.••.. MUST 110 PAIRS.ED ALUMINUM SHALL BE 6063-TS AND 13E A GAUGE).STRUCTURAL STEEL TO BEAT MINIMUM THICK ANDA 6TA£L ANCHORS INTO METAL HALL EX END AT LEAST 3 SCREW L STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X 4'X.25'MULLION iI� (1.x,111,P.E.THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-88.S.OR 410 S.S. A.LYNjN 'LER,P • •• • • FL P.E.#58705 TABLE13A Mu111onCapacity Table Iba1R2 Opening%)dth(for aerticelVsparrlrlg mullions)orOpening Height(for horizordall¢sparrirg millions) fi �c501n 801n 701n 801. 001n 1001. 1201n 1401n 1801. ffiv a Rectangular TreplTday. Rectangular Trapl7d.ng. Raclengulor TrepfTdeng. Recfengtdar Trapinlang. Reclmoulm TrapRdeng. Rectangular Treprrdang. Reclangular Traplhleng. Ractmg,dar Trepfideng. Rectangular Traprrdeng. 9 LLO 2 x 6 x.26 Leading Lowing Loadng Loading Loadn Load rg Lowing Lowing Lo.dng Laedng Loading Lowing Loading Lowing Loadng Loading Laadrg Lowing a1 Irq, Alum.Tube 2 F x b 2• F F 2:• F A711ien £„ h v v v . ' B F R xA aa a aa aa Z• '� Na s B a � 04s Is 1 Z w- :E 2 s� �a� s� � rc drc � d Z r�m 3 g rn �m 421n 170.0 020 170.0 435 170.0 11. 170.0 478 170.0 888 170.0 608 170.0 BB2 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1735 170.0 621 170.0 1983 170.0 621 0 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 002 170.0 630 170.0 1133 170.0 801 170.0 1275 170.0 677 170.0 1417 170.0 860 170.0 1700 170.0 680 170.0 1683 170.0 4180 170.0 7287 170.0 680 J W 60.6251n 170.0 747 17all 663 170.0 B96 110.0 831 170.0 1018 170.0 684 170.0 1185 170.0 723 170,0 1345 170.0 747 170.0 1464 170.0 758 170.0 1793 170.0 758 170.0 2082 170.0 758 170.0 2391 170.0 758 2 fn 54 1. 170.0 787 170.0 gig 170.0 BSB 170.0 eel 170.0 1118 170.0 754 170.0 1275 170.0 603 170,0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 881 170.0 25M 1700 881 Ud m 60 h 170.0 80.5 170.0 701 170.0 1883 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1584 170.0 908 170.0 1771 170.0 1033 170.0 2125 170,0 1083 170.0 2470 170.0 1063 170.0 2833 170.0 1003 � 1..1 631n 170.0 030 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 840 170.0 1488 170.0 1015 170.0 1873 170.0 1076 170,0 1850 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2975 170.0 1171 J 66 in 170.0 074 170.0 789 170.0 1109 170.0 903 170.0 1364 170.0 1002 170.0 15M 170.0 1060 170.0 1763 170.0 1155 170.0 1846 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170,0 1286 170.0 3117 170.0 1286 Z m m 72 la 170.0 1863 170.0 078 170.0 1275 170.0 1008 170.0 1458 170.0 If28 170.0 1700 170.0 1220 170.0 1913 170.0 1315 170.0 2125 170.0 1307 170.0 2550 170.0 1188 170.0 2975 170,0 1529 170.0 3400 170.0 1530 W 3 °W 0 76 In 170.0 1122 170.0 037 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 1506 170.0 2892 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J d Z E 7Bh 170.0 1161 170.0 BB7 170.0 1361 170.0 1118 170.0 1011 170,6 1250 170.0 1642 170.0 1389 170.8 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2781 170,0 7700 170.0 3223 170.0 1777 170.0 3083 170.0 1788 Q J 3�- ~ Q N O BO In 770.0 1326 170.0 111. 170.0 1584 170.0 1320 170.0 1850 170.0 1400 170,0 2125 170.0 1853 170.0 2391 170.0 1793 170.0 2650 170.0 1018 170.0 3188 170.0 2125 150.0 3413 170.0 2273 138.5 3413 170A 2361 Z Be In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1072 170.0 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2085 180.0 SIBS 170.0 2338 137.1 3IN 168.6 2470 120.0 3186 150.1 2428 H a;Z 6O o 1081n 170.0 1584 170.0 1409 170.0 1913 170.0 ISO 170.0 2231 170.0 1870 170.0 2550 770.0 2078 104.6 278f 170.0 2271 148.3 2781 161.9 2333 123.0 2781 140.4 2281 105.9 2781 126.9 2234 82.7 2781 116.0 2100 N 111 In 170,0 IBM 170.0 1454 170.0 4988 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2832 1023 2245 138.6 2632 148.4 2216 113.8 2632 120.4 21B6 07.6 2832 1I5./ 2126 85.4 2832 106.3 20M Of X 120 In 170.0 1771 1770 1586 170.0 2425 170.0 1859 154.4 2252 159.6 1991 135.1 2252 141.4 1881 120.1 2252 1272 1938 100.1 2252 118.1 1915 00.1 2252 99.8 1872 77.2 2252 66.9 1830 87.6 2252 81.4 1808 t0 X 11.In 125.1 1584 128.8 1445 184.3 1584 106.1 1425 69.4 1564 01.6 1407 78.2 1681 80.7 1380 89.5 1581 723 7373 82.0 1564 05.7 1358 525 1564 58.0 1330 1..7 158M1 492 1305 39.1 1581 NA 7283 Q N Z O C, d c U) rn ANCHOR CAPACITY ADJUSTMENT FORMULA: g d. An hay Ce act Table flies) ANCHOR CAP.,®,,,- �� 9uhalrelo: 21k Conerele 3.5k Caw. Holo.CMU Fieri CMU PT Wood Meld (Dt K,)X( }=ANCHOR CAP.- 5UMV Eka 1/1.65 Eko 5116'Elco 174.93 Elao #70 SIeN 012 Steel 312 Steel MULLION CAP.,e,,,,,, Anchor Clip Patterns Arch ry�� y1G Eko Ullmcon 114•Eko Ulbacon U1Vaan 3116'Eko Wbaon 114'Elco UlVacan A9precata Idlrecon AppeOeta Scnew(G5)Screw(G5) screw(65) USE THIS FORMULA TO OBTAIN THE"ANCHOR E palace 117: r 2.111 r x-112• 3•v9• r 2-12' r z-1n• 2• 3-ve• r 0.43• os4• 0.3N' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M): 1.314' 1-Y4' 1354• 1-714• 7 1-114' 1-174' 1.114' 7-714' t-114• 1.179' 2 talc tale• arias ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchds 4.75 MIn.O.C.I6teMard or O6sel CUp IF.1A2} 390 1b, 3901. 450 F. 8901. 18411. 2701m 2801. 354 ba 740ths 3741. 6841. 948 lea 341103 4421. 56016. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Atmhas 0 4.6T Mtn.O.C.I Standard(w Onset)CI .3: 7601bs 7B0 M. 9001. 17601. 32321. 540 bs 5g01be 7061. 14801. 748 fm 1272 Ils 16921. 6821. 8851. 112016s CAPACITY(FROM THE TABLE)OF THE SELECTED 8Amha.A 1,714 Min.O.C/StBMardorOBeI GI Fig.41 11801. 14001. 1010 11,5 2595 lbs WA WA 9401. WA 10651. WA WA WA 13631. 170 be 22401. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors 0 3•Min,O.C.! 235 Angle Clo I .5: 79a lbs 7601bs 6801. 15601. 18961. 540 lbs 5601. WA 760 ms 7491. 6801. 78921. 6821. 685 lbs 11201. CAPACITY WHICH MAY BE USED TO QUALIFY 9 Anchors A 7'MIn O.C./ 2.5 Anglo pips 1 F19.0 15801. 15881. 13801. 31201. 37e2lbs 10601. 11201. NIA 15201. 1486 1,9 17801. 37841. 13031. �Ibllb. ADDITIONAL ANCHOR OPTIONS FROM THE2AmMm IN Mia O.CI22s5A le /F 7: 18601.. 21001. INe@s 37801. WA WA 1320w WA IWOlbs WA WA WA 20151. ANCHOR CAPACITY TABLE. PRO7]UCI'RLVIfiF±D 1%•MIn.O.C.IUCJ h10,125•AMnF 8: WA WA WA WA WA WA WA WA WA WA WA WA WA of complyiu with tho May& 9 ArcE 8.84"MIn.O.C.r Hai hto.125•Alum.F .91: WA WA WA WA WA WA WA WA WA WAA WA WA f•-2.00D"-'--�'I Buildhlg Code 2Anchors 4.68'AW.O.0/F.Mff 10' 390Ibs 3MIbs 450 V" 690[In 10101. 270Ibs 2801bs 3541. 7401. 3741. 6381bs sobs 311 Rs 4121. 5801. Ac plaltcoNo10-0215.03 4 Anchors 1.71'Min.O.CI F-Clip .11. 5901. 7001. 5051. 129810 WA WA 470 I. WA 5331. WA WA WA 682 @3 0851. 11201. 250• P ire11 Dale ��Z� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9:FIGURE 10: FIGURE it: Mism a 1'rodmf • • ® • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1/// LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. . ,�. ,• �,C>`-NSC •- 'P • • .. • 6.000• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 7714705 • • • • • • '. • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON -- FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r,.•�• Ta O{ :•L�= (FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDMUSTEE U YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125" t'•C1, .'N�`\: • • • • • • • • USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO �'•,'!�)/() PAIRS. BE AT LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 8"X.25' A.LYN1J'AAILL R.P.E. THREADS BEYOND THE MATERIAL.#10 B#12 ANCHORS INTO WOOD MAY BE STEEL,141-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A gx Mullion Cepacity Table Ibeff Opening Width(for Vertically.spanringmullions)orOpening Height(for horizonte*spaming mullons) 501n 60 in 701n so In 001n 1001n 1201n 140 in 160 In ruy71 1�1 p Rectangular TraplTdam Reaalgl4er Tneprrdarg. Rectangular T. 5u. Rectangular TraprTdare. Rcclangulm Trap7nlare. Rectangular TmprNang. Reclwo2f Repridang. Reclangular TreprNare. Recianoular Traprrdang. 5�" 1.28"x2.11" Enacting lnaQilg Loading Loadlnp Lnadug laa6rg LoadOtg Loading Loading tnaAre Loading Loading Loatling Loading Laa&y Loading LoedOe Loading �x x.126"Alum _ _ _ F Tube Mull W^ -, .. ., �„ ,. .. fag LL cli 5�gIs �$§$ �[y^{ � y s� ggg $y$ � 3 Z 421n 144,2 526 167.0 428 120.2 528 +4&9 419 103.0 528 f3&9 414 90.1 526 134.6 411 80.1 526 134.1 411 72f 528 134.1 411 6a1 526 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 � w 46 In 9&fi 103 10&0 333 80.5 403 94.7 325 69.0 403 88.4 320 60,4 403 81.4 317 637 103 79.1 316 4&3 403 76.6 314 40.3 403 76.8 314 34.6 403 78.8 31a 30.2 4IX1 78.0 314 J W � 2 60.8251n 823 382 91.0 301 88.8 382 79.3 294 5&B 362 71.9 289 51.6 382 67.2 286 467 362 6a.6 284 41.2 3e2 63.6 283 34.3 362 63.5 263 29.4 382 63.5 283 267 362 63.5 203 2 �m 541n 67.0 318 74.1 267 586 318 04.2 261 r28.5 318 67.7 256 424 316 53.5 253 37.7 316 60.8 250 33.9 318 49.5 249 28.3 318 q9.1 248 24.2 316 49.1 240 21.2 37B 49.1 24B w o m 60 M 49.5 266 83.1 219 41,2 258 45.7 214 256 40.7 210 30.0 258 37.2 207 27.5 256 34.9 204 24.7 258 33.4 203 20..6 268 32.2 201 17.7 268 322 201 1&6 259 322 201 f7•' V (p J 3 631n 42.7 234 45.6 200 35.6 234 39.1 195 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 180 21.4 234 28,0 1B4 17.6 234 26.8 1B3 15.3 234 285 183 13.4 239 26.5 103 W J Z 661. 37.2 213 39.4 183 31.0 213 33.7 179 213 29.5 178 23.2 213 27.0 173 2a8 213 25.1 170 1&6 213 237 169 15.5 213 222 167 13.3 213 220 1W 11.8 213 22.0 188 Z U)721n3a1 155 23B 179 268 162 179 22.5 149 17.9 179 20.3 147 168 179 18.7 14576 In 24.3 161 25.4 140 20.3 161 21.6 137 161 19.0 135 15,2 161 17.0 133 J Vz- 76In 225 152 73.6 133 18.E 152 18.9 731 152 17.5 128 Q ~ � Q N O E 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: �- AnchorCe rtelty Table gbs) I- ANCHORCAP.,,o,,,,�„ Q x Z roo s SrtaOale 2.7k Cmcrele 3.5%Circ. HOW CMU FIAed CMU PT Wood Mcta (DP)X( )=ANCHOR CAP.,,, rn .�-•np B 6r16•EkD 1r4•SSEko 5116•Ek0 1r4'SSEko g1051eel m2Steel 012 Steel MULLION CAP.,,,,,,,,,, � AKnor Type 3r16'Ek0 UI0xon 1/d'Elc011nrdm 3/16'Eko VA2con 1r4'Eko Ul6acan N AnehorCllp Petlem■ Unracon rtgge6ator Wr4con AgpeGator screw(c";6)screw(G5) screw(o5) USE THIS FORMULA TO OBTAIN THE Y Y Ed4e olslatxe n t• 2-1 re t• 2.1 344 1• 24rr I I. 2-12• r giv 2 0.43' g.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U) U) Embeanent pn t314' 7a/a' lard' f�fC r 1-1r4' 1-U4• +-0l4• 1-V4• 1-vb• 1-va• r +•aa• lana lades ACTUAL PRESSURE REQUIREMENT FOR THE U C4 4Mcroi9 Q31 Min.O.C.f 216A al / 1' 7BOIhe 7808)s 680101 1560 @s 7896 ke 540105 660IM WA 780 An 748 An M010s 109211s fi8z lits BBS 7a301os OPENING,WHEN IT IS LOWER THAN THE MULLION Q••� Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED $ m O Q MULLION.IT WILL YIELD A MINIMUM ANCHOR Oma, CAPACITY WHICH MAY BE USED TO QUALIFY F 1 ` '-o ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1,266'--I f,50DUCT REVISED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. us complying 1,idh the Fltnide 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. A,capcelput6 Codelancc No 1&-07I$ d33 FIGURE 1: . 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Erpi4elion Date /107 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi m Dade ANGLE CLIP MUST BE USED IN PAIRS. 125• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � I kYNIJ lb CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 11- •\� 1c •••"•' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEAMINIMUM OF.125' 1 �� .•'��CE)IyF ••'�� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 2.11'X.125'MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) �;: No.158'705 _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ - rr.-- A,LY7 WMILLb�,P.E. FL P.E.#58705 TABLE 15A Mullion Capacity Table Ibsfe) Opening Width(for uer6 cally-spatning millions)or 0poning Height(for hodwnlaiVspannirg mullions) �kc! 50 N 60 In 70 N So In ea In 100 h 1201n 140 N 1801. 8 6 O Reelengular ftTlang. Reden9War TraprTdeng. Rectangular TraPfTfl m. ReclengWer TrepRdeng. ReclengWar Tred7Bang. Rec4engular Traprrdeng. RectangWer Trep/alang, RetlergWar Tre4Yfdeng. Reelenprlar TraplTde.g, a C w 3.26"90 LoadnB Loenirng Lwdna Lowing Loaning Loadn9 Load" Lwdna Loadng Loafing Loaning Loaft Lowing Loaning Lowing lmmg Loaning Inedrg oY U DEG.AL .�. .�' y_, ,. �S t �• .• a a x �• 2: a ,• r a a x a ,F k• a BAY MULL x � o 8� c1it I;E t7 S� GE 3 �$ u t3$ t9 u$ S$ c3e b ua c1B � d 8 y5 m z gid € < a �� a� a �� ffi � � ap € a� $ a� �� a� w 12 n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 060 170.0 506 170.0 990 170.0 519 170.0 me 170.0 621 170.0 1240 170.0 $21 170.0 1458 170.0 521 170.0 1736 170.0 621 149.1 1710 170.0 321 J W 481. 170.0 708 170.0 1 524 170.0 B50 170.0 504 170.0 992 170.0 630 170,0 1133 1 170.01 661 170.0 1275 170.01 677 1170.0,1417 170.01 6S0 162.2 522 1 17001 680 130.5 1622 170.0 690 1114.2 1522 170.0 600 _ 50,626 In 170.0 747 170.01 503 170.0 0.98 170.0 631 170.0 1040 1 170.0 1104 170.0 11951 170.01 723 170.0 1345 170.0 747 164.2 1443 170.01 768 1136.9 1443 170.0 1 758 1117.3 1443 170.0 756 102.6 1443 170.0 766 lL Q !i4 N 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 803 160.4 1353 Wait 837 144.3 1353 170.0 858 120.3 1353 170.0 661 103.1 135J 170.0 061 90.2 1353 170.0 881 CO ~ 80 N 170.0 885 170.0 701 17D.0 1063 170.0 797 167.0 1210 170.0 818 148.1 1216 170.0 944 128.8 1218 138.0 930 118.9 1210 132.1 921 97.4 1216 t4&1 913 83.5 1218 140.1 813 73.1 1216 146.1 913 1- 0 '•1 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 160.2 1150 168,0 933 131A 1150 163.0 914 116,0 1150 141.9 890 106.1 1150 134.2 685 07.6 1150 126.7 alt 75.1 1160 128.2 870 65.7 1160 126.2 870 S` W � 66 in 170.0 974 170.0 768 152.4 ISO 165.8 081 130.8 1048 116.0 804 114.3 1048 133.1 550 101.6 1040 123.4 830 91.4 tots 1Ilia 630 76.2 1048 109.4 821 63.3 1040 105.2 818 57.1 1048 108.2 810 721n {40.8 080 147.9 784 117.4 800 128.0 710 100.8 080 110.0 734 86.0 880 100,0 722 78.2 800 92.0 712 70.4 Sea 88.2 703 58.7 880 79.2 693 60.3 000 78.6 886 14.0 880 76.4 BBB m A A It 78In ff353 125.1 690 99.8 790 108.4 67fi 65.5 790 97.3 893 74.8 790 83.9 862 66,5 190 76.9 843 59,9 790 71.7 635 49.9 790 63.1 824 42.8 790 62.1 819 37.4 790 61.5 617 Q S I•- 3 78In 115.5 657 92.3 760 90.1 644 79.1 760 85.9 632 692 750 77.1 621 81.5 750 70.0 812 55.4 150 65.7 605 48.2 760 69.4 59q 39.6 750 66.2 588 34.8 750 65.6 506 ¢ ¢ N o 90N 71,4 600 80,1 567 82.9 491 51.6 367 64.0 403 45.1 587 199 475 40,1 5&7 MA 480 38.1 66J 40.0 462 30.0 b6J 36.2 452 25.8 563 37.3 145 22.5 683 31.5 442 co F-' W..Z 03 p 961. 61.1 443 49.6 495 51.5 435 42.4 495 M.0 427 37.1 495 39.9 421 33.0 495 38.1 415 29.7 495 332 409 24.0 495 29.1 400 21.2 495 20.6 394 10.8 495 25.0 390 rn W� 80 A� 1081. 1 42.6 353 34.0 391 35,9 346 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 320 17.4 _!at 10.7 321 14.9 391 17.8 315 W Of 1111. 0 392 335 32.0 370 73.0 370 27.5 370 20.8 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 18.0 370 48.1 309 Y `1 p fA /n 120 N7 30.9 289 26.3 317 214.0 284 21.7 317 22.6 200 18.0 317 19.9 276 16.9 317 17.9 273 U Q I"In 0 17,8 203 (L6M Z mQ yQ B ANCHOR CAPACITY ADJUSTMENT FORMULA: ��"� Anchor C aci Table fibs) ANCHOR CAP.,,,",, _ a S.b9lrete: 2.7M Concrete 3.5k Caw. HollO,v CMU Flea CMU PT Wood Metal (DP,)7C \1 ANCHOR CAP.,,,., y16'Ek* 1/4'SS Elco 5118"Elco 1/4'S9 Eko 010 steel 912 Slee) 012 Steel MULLION CAP ! Anchor Clip Patterns ArohorType: 3/16'Eko Ulaacon tl4•Eko Unraeon Ultrecon yf6•EI..Ulbeom 114"Elco Ullrecm AggreGator U6mem Ap9reG-t-r Serew(05)Sinew(GS) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge oietance(Iny r 2-ln• r 2-11 3-ve• r 2.1n^ r 2-1n• 2- 3-119' 2' 0.48' 0.546 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Em6edmanl(in): fa/4' i-S/4" 1.314' 1-314' 7 1-1/4' 1.1/4' ALV 1.114' 1-114" 1-114' 2' 1.3/8• 1-are^ idea ACTUAL PRESSURE REQUIREMENT FOR THE 2 AWO,1$5'Mrt O.C./ )2.5 Arg1e CIP9 f(Fig.It 390 We 390 lba 450168 6901bs 1700166 2701bs 2801ba 35/166 7401bs 374169 7201be No 1b9 341 We 442 the 5601b6 OPENING,WHEN IT IS LOW ER THAN THE MULLION 4 A.hom(03.5•Min.O.C.1(2)N5An*Ctips/(FIg.2y 70D16s 7801be 790 We 1070Iw 25251be 570Ibs 5801be Wa 1128168 7481bs 8801b. 18921b9 682 Ib. 8851be 1120 We CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anch- 271-Min,O.C. 22.5 ie /F .3 1120Ib9 11201be 9501b4 22461bs 22541be WA 8101w wA 10591bs wa 1329ro9 WA 1022 be 1327 we r, MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISGD FIGURE 1: w complying with Ill.FIowg TABLE NOTES: 1 Acceptancep'ng Code tt NO(f�tD21$•Q� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. piratian Data rZD 21 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. gy Mf Dade lmd00l FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125 \�� (.lY NN. o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30"•- .•'�tCEm c' '•,n . FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' p,o.:i8-1 Oi FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED d d a a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" (/L• I$ /; THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY )) .. IATC Of LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION (), .. THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. .,��. '••Pf OR10., ,,..,•'�t,��/� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '/ttl')I))•` A.L181N M(L'LEtR,P.E. FL P.E.#58705 ABLE 16Ao Mullion Ca ao Table ba#t2 x Opening Width(for verti aRpsp9rdrigmUlions)orOponingHelyht(forhorizorte"parrlrgmlAions) Ed 5Q 501n so in 701n 001n so In 1001n 1201n 1401. 1601n 0 Rectalgular Ttap7Tdelg. RoclengJar TraMdang. ReclesWular Trep!ldang. Re in TteplT6ang. Rectengder TtaprTdeng. ReclengJar TrapRdang. Reclellgui4r TrMpladeng. RectangNer TIL.'s.og. Rectangular Treoading ti 3.2W'46 Loedn9 Lowing Lasdnng• U.&g LoedNpp Loafing Loadng Loading Loadrl0 Lcadno Lowing Loafing Loading laadno Loedn9 Loafing Loada+g Loader �i U DEO,AL ig F �s .. a u.. a.. .. 4' BAY MULL #" g g g g g g ?Y a Ii a � � a � � a� a �� 3 Sid o � a �� a 00 1sg ng a s3 s a� `e e � sgNd W �a 10 1 !1 1 11 - �. 1 11 �I ;il ,I I i1 3,1 1 1 s a d � � � � Z O w 421. 170.0 620 170.0 435 170.0 744 170.0 478 110.0 888 170.0 508 170.0 982 110.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1189 170.0 521 170.0 1735 770.0 521 180.3 1871 1760 521 ,_1 W J 481n 170.0 708 170.0 524 170.0 850 170.0 584 troll 9D2 170.0 630 170.0 1433 170.0 661 170.0 1275 170.0 977 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 I637 170.0 800 172.8 1037 170.0 680 2 SO.B251n 170.0 717 170.0 583 170.0 BBB 170.0 837 170.0 7010 170.0 884 170.0 7185 170.0 773 170.0 1345 170.0 717 170.0 1184 170,0 758 117.1 1552 770.0 758 126.1 1552 170.0 758 110.4 1652 170.0 766 W o Q 54 In 170.0 707 170.0 612 170.0 950 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1134 170.0 837 155.2 1455 170.0 B58 120.3 1455 170.0 861 110.8 1455 170.0 BB1 87.0 1455 170.0 661 m t7 co 60 h 170.0 805 170.0 701 170.0 1007 170.0 707 170.0 1240 170.0 878 157.1 1309 170.0 044 139.7 1300 170.0 998 125.7 1309 163.6 984 104.6 1308 157.1 082 69.8 1308 157.1 982 78.6 1500 157.1 882 F- V J 631n 170.0 93a 170.0 745 170.0 1118 170.0 650 102.9 1247 170.0 940 142.5 1247 154.5 883 126.7 1247 152.9 695 114.0 t247 144.3 952 95.0 1247 138.2 BOB 81.4 1247 135.7 935 71.3 1247 135.7 935 D z m 681n 170.0 074 170.0 789 170.0 1189 770.0 803 148.4 1100 163.7 WS 128.0 1120 141.8 945 115.4 1120 130.5 928 103.9 1190 12&4 914 86.8 1190 718.5 896 74.2 1120 118.1 803 14.8 1100 119.1 883 Z J g 721n 161.6 1010 169.8 077 134.7 1010 114.8 859 1154 1010 127.2 842 101.0 1010 114.7 528 09.0 1010 105.6 517 60.6 1010 88.9 007 67.3 1010 90.0 705 57.7 1010 87.8 700 50.5 1010 87.7 780 ?& LLLLLL111 J v �Z 76 In 137.4 908 143.6 702 111.5 BOB 722.0 775 98.1 908 107.1 761 85.9 008 96.2 749 78.3 BOB 08.2 730 66.7 DOB 82.3 729 57.3 808 74.7 710 48.1 000 71.2 759 12.9 808 70.6 708 761. 127.1 881 172.5 751 105.8 441 112,5 738 00.6 861 08.0 725 70.4 801 80.5 713 70,0 881 01.0 703 818 601. 75.4 694 $3.0 081 65.1 681 45.4 861 64.5 815 30.7 881 63.7 672 Z Q Q N C W In 62.7 848 85.4 $74 66.9 848 72.1 564 59.1 818 e2.9 554 51.7 64B 56.1 545 46.0 846 50,0 537 41.4 618 47.0 530 44.5 646 41.5 519 29.6 84a 36.2 511 25.9 810 38.5 50'7 m x- la- W oz d o 9B h ee.z 506 70,1 508 58.6 586 50.1 498 16.7 560 51.1 441 42.8 1168 45.6 483 37.9 560 11.4 478 31.1 500 38.1 170 28.4 688 73.4 459 24.3 580 30.5 152 21.3 568 28.7 447 to LU-0 c 1081 47,8 449 48.9 405 39.0 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 367 28.6 449 2a.8 382 23.0 449 26.1 377 20.0 449 22.7 388 17.1 449 20.4 361 150 149 10.0 356 1111. 411 425 15.0 385 30.6 125 37.8 379 31.5 425 328 373 21.8 425 28.1 367 24.5 425 262 362 221 425 24.0 358 18.4 425 20.7 350 10.8 425 19A 343 � WO N � F 1201. 34.9 386 35.5 331 20.1 304 28.0 320 71.9 361 25.8 321 21.8 364 228 317 18.4 384 20.4 313 17.5 384 10.7 309 UQ Q O O 144 In 20.2 253 20.4 233 16.5 253 17.1 MO D- z m Q TABLE 168 kNCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca act Table Iba ANCHOR RIP. AP.,m,,,,", Submrmle' 27k Corcrde 3.5k COM. Hall"CAU Flied CMU PT Wood ES (DP-)X( )=ANCHOR CAP.a, y18'Eko 1/4'SS EM.Sf1V Elco 1N'SS Eko 0110 Steel 612 6leetSteel MULLION CAP. Anchor Clip Patterns Anclror Type. 7+18'Eko Ul6acon 111'Eko Ulbecm 3/10'Eko Ultrwon 1/4'Eka UNacm Uluacan nggreGator Uitrmcon AggreGalor screw(GS)screw IGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Mlarco 9n): 1' 2.12' r 2d? 1-118• 1' 2-12' r 244 2• 3-ue' z' 0.48�IU CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(In); 1-374' 1371' 1-314 1-374' r 1414• t-144' 1-174' 7-116' 1.111' 1-1l4' 2' 13l8ACTUAL PRESSURE REQUIREMENT FOR THE 2AMhor9 6"Min 0.Gf2215 e / .1 39044 3001Ds 450 Ws 890 tos 1700lbs 270 ros 2801bs 354109 7401bs 3741ba 7201bs 8461bs 341 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers 3.5'MIn.G.C.1(2)2r5 A Ie clips I ft.2y 760lbs 76011 s T201ba 1870Iba 2525 Ws 540 Ws 5801Ds wA 1i201� T4B Ibs e60Ith 16B21Ds fia2lCAPACITY(FROM THE TABLE)OF THE SELECTED BAMnars 2.71`Min.O.0 12 7r6An CI r .9 11201bs 1120159 958Iba 2248lbs 2254 bs wA BIO IbS WA f0591ba WA 1320 Ws WA 10121MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED FIGURE 1: ..11 comPlyinB with the Florida TABLE NOTES: Build l Acapancc t90an' c 16.02)$,0•'3 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bx i�6awte2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. er FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 27-23. .125' 45 �U�,.• ,•(,� • • • • �� r�r•1R� 9 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •� �'J" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" - plG,;d-105 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED _ - • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125" ! U;•�. $ �6 la: THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45•BAY LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION p '�Tp•I Ot_ • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. •. ANGLE CLIP(FIGURES 1-3)MUST BE USED W PAIRS. /,��i�S�1• ()r tom• A.LYNl,7'I�I�G FL P.E.#58705 -j 1.0DO" 1.090• 1.062•-1� 740^ W .063' .385" (i a .062' I -}-{ .125' .438' 1 o I I o 4.000' .125"STANDARD CLIP 4.000' 4.000" 2 625• 2.000• 6063-T6 ALUM. 2.125' 2.000" 2X5 ANGLE CLIP �+ - .125' X•SECTION I -T6 AL 6063-T6 ALUM. I I JIII-6063-T6 ALUM. X•SECTION ,125' co .125' .125' .125" X-SECTION Z �SID 0311 I .125.1 O 1- 125 __f_ CENTER OF ANCHOR HOLE MUST LIE WITHIN THE lL .375' '155• ,375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE Q'm N ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1"X4'X.126'� 1'X4"X.375" 1"X4'X.375' HOLE DIAMETER:ANCHOR DIAMETER+1116'. m Z MQ 5.500' MULLION MULLION 'T'-MULLION CUT HERE 70 375• 5.000" 375' F=-- Q m co 6063-76 ALUM. 6063-TO ALUM. 6063.76 ALUM. 375" 3.125" --� CREATE F-CLIP,SEE - -'�MIN. y J X-SECTION X•SEC710N XSECTION MIN. DETAIL F.SHEET Z - 1.250' .375• Z W g m r--------� I r--------I r--------- -----------i .375• - F I I I I CENTER OF I I $ 1.250' t2W- I I I I I I ANCHOR HOLE I I MIN. J 0. rcZ I I I LU MUST LIE WITHIN I I Q OL •d' t I I I I THE DASHED I I II i I F BOUNDARY.SEE I I Z O Q N o 2.875'�- ___ + ____ SHEETS 5-20 FOR F --1 ___^_,_I Q Z..Z o0 I I I I THEANCHORO.C.DISTANCE �o `o 3.94' MAXIMUM i Z � 3.250' 32 I I ` I I ANCHOR HOLE I I Q W Y Y I I I I I DIAMETER: I I (n U) .100' 00' _ ANCHOR.1DO" L J L_______J _ L_____________________JDIAMETER+V18". z.100" L 2X5 ANGLE CLIP � mQL " -J.• L 56063 T8 ALUMTANDARD . 6053-176LALUM.IP 60TOPV EW ALUM.3 6 - -1 .820"F-� -^I .820' F•- --1 .620" 1--- CENTE THE ANCHOR BOUNDARY LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25"X.,00' 1.25'X 3.26'X.024" 1.25'X 3.94"X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmtnslon Value(In) Por Mullion: Dimension Value(In)For Mulllom 6005-75 ALUM. 6005-T5 ALUM. 6005-T5 ALUM DIAMETER:ANCHOR DIAMETER+1116'. F 3.68 1 X4 X F 1.936 1.25'X3.25" X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.600 X.824' H 2680 Aluminum H 1.438 Aluminum 3.469' 5.500' I 3.000 Tube Mullion I 3.250 Tuba Mullbn 2.661" ll 125' •375. .375" F 3.187 1'X4'X F 2.625 125'X3.94' 1.377•` .125" 1.877' I MIN.' G Q757 .375" G ,.125 X.624' �___ ______ H 2430 Aluminum H 1.500 Aluminum -,nitucr REVISED I I I I 3.000 Tube 8'T 1 3.250 lube Mullbn :e complying�A9,the Flo" I I I I I F 2250 1.25'X3.25' F 2.813 30°Ba Mull Building Code I I 1 1 G 0.760 X.100' F 2.876 45'Be Mull Acucplau 14.)fo-mis.03 .125" I I I I H 1.500 Aluminum E pimti Date Qp2) .125" 45° 2.250" I I I I I I 30° I I I I 1 3260 Tube Million gy 1 I H I 3.z5o° I I I TABLED Mi Dndo rroducl 45°BAY MULLION I 3.250" I I I 30*BAY MULLION 8083-T6 ALUM. L--- I I L- _____ I Mull Dimension PBT Part `�\\\�,(LYfdN 6063-TO ALUM. I X•SECTION J ,••••••. X-SECTION (ehesltt) Mutllon Std.Clip ONeet Cllp U-0Ilp Angle Clip ()�,. •.�(=� �� L I - - I X4-X.125-(10) 893% 688111M W1122M 666241M 666518M \�� VAC CnS� i G OFFSET CLIP .z ••.7Y f 1r ` .125' t 6083.78 ALUM. 1'X4'X.375'(11) 68870 688112M 8681123M 868242M 668519M r 705 NOTES: .228"j I-.,981"-t .226'1 ,981'-i TOPVIEW ,'X4'X.375'•T(,1) 86653 666112M 6601123M 60242M 888519M - 1"Su.•10 .740• - Ll; � 1.25'X3.25-X.100'(13) 20180 8891127M 6887124M 8662410M (I865115M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25•X3.25•X,e24•(741 20781 886,728M 8881125M 6687417M 66651`16M1.25•X3.94-X.624•(15) 20162 6661117M ON1126M 666241M 686517M �A�•., T�••.'• 1~ 30 Deg(ee(19 GW49 WA WA WA SM110M �` •'•.FLUR10.. °�C%` 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. ) i� A 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 pepreo(20) 88650 WA WA WA 6685711M A.LKN �4jlt R,P.`P'.E. FL P.E. 56705 TABLE E o n MullDlmenslon PGT Part III u (sheet p) Mullion Std.CIIP U-ClipAngle Clip " 725° --I W $ a 2"X4"X.25"(16) 68602 668281M 666271M 6885112th I Ir ° 2"X6"X.25"(17) 66604 666262M 668272M 8865113th STANDARD CLIP U-CLIP I 2X5 ANGLE CLIP od w 6063-T6 ALUM. 6063-T6 ALUM. 6083-T6 ALUM ° 2'000• I X-SECTION 2.125" XSECTION 2.000• X-SECTION ) LL NOTES: N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I --125• .125" .125" sm ym F- A RESTRICTIONS GIVEN ON THIS SHEET. T Z u�iN y 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE -•-1.49D'---+ I O W HOLE LOCATIONS. -1.490•. J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" 7 CUT HERE TO w U CD o N 3.500° CREATE F-CLIP, 5.000" 375" m p0 O 2.000" .375" _ I_SEE DETAIL F, •375° .375' ---_�F-MIN. Z) Z N MIN. SHEET4 MIN. F Z ❑ I g I I I ` I I J do v dZ 4.000" -I--- --- --I- 3.436 + 3.438" j ---- ---j F- U ¢ o •250"w 2•X4'X.25" I I Z _C4 r MULLION 3.438' I I Z..Z Do 6063-TS ALUM. I I I Q-�' u 0 .- X-SECTION I j j x•375° Z m o $ �- ---� -- -- L---------------------�--}MIN. W O i1 J _ S2 s2 L- STANDARD CLIP 601)3-T6 2X5 ANGLE CLIP U Q SED FOR 21 X 4"MULL ON.SHEET 16 (L Z y,� N CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. ALUMCENTER OF ANCHOR HOLE MUST LIE 8063-T6 ALUM. .250" WITHINTHE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHINTHE DASHED BOUNDARY.SEE TOPVIEW -- mO s;O SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. bQ'mQ' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE o0 �° io DIAMETER:ANCHOR DIAMETER+1/i6'. WITHINTHE DASHED BOUNDARY.SEE DU\METER:ANCHOR DIAMETER 41116". SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1116'. 5.000' I-•-2.000"--1 375" 3.500"-- �I CREATE F•CLIP. ,375' MIN. _SEE DETAIL F, MIN .375" SHEET4 MIN. .375° I I I I I I I I I I I r RODUCT REVISED I I I I rs complying with dec FLO" I I I Building Codc Acrepi ,m lto-Oxt$.03 I B pimli-.mi. 20.11 I 4 666° I BY s.000 ' --I- - r +--------I Mt [lade Plnd,a .250" -I`- T-- I 5.438" I I I I I 711141'11 5.438" I '- 2'XB'X.25' MULLION 6063-T6ALUM. X-SECTION I I I 1 .375" - - - I `-------- ------ ---'----, L----------'----------� MIN. j� sl A'LOF STANDARD CUP U-CLIP 2X5 ANGLE CLIP .250" 6063-T6 ALUM. 6063-T6 ALUM. 6063•T6 ALUM. iv .. TOP VIEW USED FOR 2"X 6"MULLION.SHEET 17 TOPVIEW fir+ r III R TOPVIEW A.Ly �iIILLE ,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114•.THE OPENING REQUIRES A DESIGN PRESSURE OF-60.01-60.0 PSF. ® ^ F NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING x f--- ---- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-174'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01.50.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 8'�' SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375"MULLION LENGTH=72',OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD U 19 z FENESTRATION DETAILS, ( ) NOT BE SUITABLE FOR THIS APPLICATION, g cwi PRODUCTS SHEETS oz APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70°)HAS A DESIGN PRESSURE OF+1•72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL 72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 04 MULLION LENGTH 2)USE TABLE 45 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 �a m F– // ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. z N rc to SEE O (- DETAILS• 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL LL! SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT SE INSTALLED IN ACCORDANCE WITH THE J W 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Ir } IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU �o' NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: m to 32' 32 rD --I ULL WIDTH 636 LBS l OPENING WIDTN— (60 PSF)X( 6 7 PSF/=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) z g m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.316'.THE OPENING REQUIRES A Z DESIGN PRESSURE OF+50.01-55.0 PSF. Q j r z FOR THE VERTICAL MULLION: ♦– Q N o z 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36"-36`+1'43'.REFERENCING SHEET 25, Q z co o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-318'AND WILL co s "o'r EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. NF) J W CL N ntuLLvnorH FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375°MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+7-15.1 PSF D_ g �I C AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q FROM TABLE 12A,SHEET 16,THE 2"X 4"X.260"MULLION(LENGTH=106",OPENING WIDTH=80°)HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS (L•- z U) U) SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m O `SEE DETAILS, FSS mom. 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+36+2"=74",NOT 73"AS PREVIOUSLY , �--i –� PRODUCTS 2'3–\ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.112"+35-12•+2"=73'). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I CONCRETE HEADER AND SILL ARE 6'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION – – USING THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12•GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH DETAILS, DETAILE , THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & SHEETS 2a OPENNG SHEET FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250'MULLION•IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ MULLION TYPE COULD BE CHOSEN. MULLION 72" m cmplyT RBVI5 e 1 THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE os yity with - Florida USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X.260'MULLION(@ LENGTH=42,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Building pm 0 16-o2L 8.03 REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS- *pi,.I' ateL�2-3 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW.CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Product (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. AV/L _38',HORIZ. I II 38•,HORIZ. --I F---• 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE LLCLIP SHOWS THE ANCHOR �\}i`t,.•'y,\CEI.15N •�`� MULL LENGTH MULL I.ORIZ 1 CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL—+1 ANCHOR TYPE IS A#12 STEEL SCREW. _ p� I•(ty1.:),37G(� FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: �• +1-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; -�1 +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). () S Ai F.O- ,4Q THE LOWEST DESIGN PRESSURE IS+1•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �� •'•.,�L OTt10N'•.e\C., VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �r��()(\J Ak, PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLER,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING; EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: , < x d'� O PW f I - PW PW - os° w of U ILI / / SHIDH )SIDH PWPW10 1 Z aN LD rc LSGOL ooul wLOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION0]ILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I (0 HINGED DOOR IT_ LOADING OF VERTICAL MULLION 2 1 23: W PW LIN 1z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d r d• r PW Z Q rn o Q z N � lIXxLL 1 �O -- -. — 1 N.� PW PW -PW V5 Zw B o 1 r7 _ PW W SWDH SH/DH - - - �- - I _ -- SHIOH SHIDH1 Q -OJ O Z O SHIDH- o mOf 4� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR 1 - I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED DOOR PW PW j NOTES: %RGCIUCr REVISED I vs complying with the Florida - _ - 1)DRAWINGS ARE Building Code _ RERESENTATIONS OF TYPICAL Acceplarce No p PW CONFIGURATIONS. inti Dae 2p ) pyyI CONFIGURATIONS NOT SHOWN u MAY BE EXTRAPOLATED FROM y THOSE SHOWN. Miuli aProduG . I 2)IF THE LOADING TYPE CANNOT \�� LYNN BE DETERMINED,USE .0;. RECTANGULAR LOADING. :•t��•''�,1<%E IJSF ''(�'T �i PW PW / — 3 SEE PRODUCTS'APPROVAL FOR ' — - - j ACTUAL ANCHOR LOCATIONS. = LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 � PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ORI LOADING OF VERTICAL LOADING OF HORIZONTAL eR; MULLION MULLION A.LvNNI�� •E• FL P.E.#58705 i Florida Building Code Online Page 1 of 3 a 1`7- _n - t p a e BCIS Home j Log Ins; User Registration ; Hot Topl6 Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search t., ,} is Product Approval —*` ".USER:Public User r. MAR 3 0 2017 Product Aoorovai Menu>Product or Aonlication Search>Application List>Application Detail PERMITTING € �_w FL# FL251-R28 St. Lucie County, FL Application Type e Code Version 2014 Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 223- druark@pgtindustries.com Authorized Signature Jens Rosowski irosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category =.rrListing Subcategory emblies Compliance Method ing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/30/2017 i Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description ' 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL.251_F?fi_C CAC 16-0621.11.Sf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R2.8 II 16-0629.03.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.04.odf I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant:No 03/24/2020 j Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.04.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: 251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.05.odf I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.05.pdf product performance information,anc nchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HV es F " - 29.06. of Approved for use outside HV Quality Assurance Contra t-E1C on Date Impact Resistant:Yes 02/17/2020 \) Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NO for FL251 R28 II 16-0629.06.00 product performance performance information,anchorage details,and anchor ty Verified By:Miami-Dade BCCO-CER size,and spacing information. bx Independent Third P i Evaluation Repo r Created by Independent Third Party: 251.5 JiSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.edf I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.07.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: 1 Evaluation Reports Created by Independent Third Party: 251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door It Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.pdf 1(i{ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.06.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports _ Created by Independent Third Party: I 251.7 JiSGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 [ Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 i1 16-0629.10.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 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(NOA)for FL251 R28 It 15-0609.10 DR.Pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports _ Created by Independent Third Party: 251.9 OGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.odf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/30/2017 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 15-0612.06 LM.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports E Created by Independent Third Party: 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door } Limits of Use Certification Agency Certificate Illi Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.udf { Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date III{}}} Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions ; Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 15-0612.07 SM.%J product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CFC 15-l210;07_pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL 751 product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door 11I Limits of Use Certification Agency Certificate ? Approved for use in HVHZ:Yes FL251. R28 C CAC. 15-121.0.01.odf I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions I Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL.251 R28 IT: 15-1210.01.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: .........._....._................_..._..................._........._.....---.........___....._.__......._................................_....._..................................._........_............_._._..------..__.........._......._..._.._........_.._........_._._.........__..__---------._......� Acte 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: Credit Card Safe http://www.floridabuilding.org/p-r/pr_ap p dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 3/30/2017 M IAM I•DADE MIAMI-DADE COUNTY © PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wtvw.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,I`L 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. Tf 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 approed as de de signed e Florida Bui i Code,includingC:� eIocity Hurricane Zone.- DESCRIPTIOs"SGD-770"Aluminum Slidioor w/90°& 135°corners--L.M.I. APPROVAL D : Drawin No.PGT0130P�s-r� I �-SGB=�NrImpact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16 re ared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Co of Revision stamp with the Notice of Acceptance _County Pro uct Control Section. MISSILE IMP CT RATING:Large and Small Missile Impact Resistant LABELING: Each um hal-l--beap--s- neat-labe�-wi nu acturer'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 SOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. 'a t NOA.No. 16- MfAMI DADE COUNTYExpiration Date: February 17,2020 € a oval Date: August 04,2016 _D age j I i 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) Jorge n Plasencia,P.E. ,.duct Control Unit Supervisor j NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (coNTiNuED) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NDA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition(2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA 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- 8970 and FTL-8968. y Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-2 f 'r 3 I� PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED it F. TESTS (CONTINUED) 3. 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. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest dated October 8 2015 issued b manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90°&135°comers-L.M.I. approved on 10/29/15 and expiring on 02/17/20. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-3 TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR rate Frame Min.Edge Min. Group Anchor Subst Member Distance_ Em1v8" INCLUDING POCKETS &900/135' CORNERS d Concrete(min.2.65 kat) ead/Sill/Jamb 1' i.Y8" GENERAL NOTES1 114°Elco Ultmcon Ungrouted CMU,(ASTM 690) Jamb only 2.112" 1-1/4' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Gro t) Jamb on 1314° 2)DESIGN PRESSURES: 114°Elca 410 S Concrete(min.3.35 ksi) ad/SillMamb 1' 1314' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. CreteRex Ungro out CMU,(ASTM 690) Jamb only &1. t-1/a" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Southam Pine(SG=0.55 Jemb 1" 1.395' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4"Elco Ultmcon UnguConcrete(min.2.65 ksi) Jamb o ill PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Southern o t CMU ASTM 0.55C-90Jemb I/J 1" 1-V4' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,183 or410 P.T.P.7,Aluminum, P ne 3-T5* 55) Head/SDI/Jamb 9/8' 1 alb' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Aluminum,6063.75' Head/Sill/Jamb 318' 0.063" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threads/In) Steel,A36 Head/Sill/Jamb 316' 0.050' Steel Stud,A653 Or.33' HeadfSlll/Jamb 318' 0.0451' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min,3.275 ksi) Head(Slil/Jamb 1-V2' 13/8' NARROW JOINT SEALANT. 114"Etc.18-8 S.S. Ungreuted CMU,(ASTM-90) Jamb only 2" 1-1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggm-Gator Gmuted CMU(ASTM"0.min.2 ksi grout) Jamb only 2" 2" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) Head/SIH/Jamb t" 13/8" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) Head/SMIJamb oils" 73/8" Z). CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH #12,Steel SMS GS, Aluminum,6063-T5" Head/SIII/Jamb 3/8- 0.053' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 threada6n) Steel,A38" Head/SIP/Jamb 3/8" 0.050' FLORIDA BUILDING CODE;AS APPLICABLE. Steel Stud,A653 Gr.33" Head/SiWJemb 3/8" 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..........2,3 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4,5 INSTALLED DIRECTLYTO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE.....................6-14 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL I 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.114"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. DESIGN PRESSURE RATING IMPACTRATING PRODUCT REVISED TABLE B,SEE DETAILS ON SHEETS 4&5 as comp)ying with the Florida j Is SEE TABLES 1,2&3 O RATED FOR LARGE&SMALL Buildin,Coda Description(Listed from Exterior to Interior) SHEETS 6,7&8 MISSILE IMPACT RESISTANCE NOA-No. 16.0629.06 Typ e s o 3116"HS Glass wi1h.090'PVB Intedayer STANDARDS USED: Expiration Date 02/17/2020 { G3A 9116"Laminated:(2)Utes of 114'HS Glass with.090"PVB Intedayer •2014 FLORIDA BUILDING CODE(FBC),STH EDITION By G4 7116"Laminated:(2)Utes of 3116'HS Glass wlth.o90"SG Intedayer -ASTM E1300-09 Miami-D Product Control G4A 9116°Laminated:(2)Utes of 114'HS Glass wllh.090"SG Intedayer •ANSIfAF&PA NDS-2012 FOR WOOD CONSTRUCTION G5 1"Laminated I.G I.E.3116"TExledor Cap+3/e"AIr Space+7116"Laminated;(2)Lites of VII HS Glass wlth.09T PVB Intedayer -ALUMINUM DESIGN MANUAL,ADM-2010 i •AISI-S100-07/S2-2010 GSA V Laminated I.G.:114'T Exterior Cap+5116"Alr Space+7116'Laminated;(2)Utes of 3116-HS Glass with.090"PVB Intedayer GS 1"Laminated I.G,:3115"T Extedor Cap+3/8"Alr Space+7116'Laminated;(2)Utes of 3/16"HS Glass with•090"SG Intedayer �U 1 ' "I//7 LYN G6A 1"Leminaed I.G.:114'TExledor Ca +5116"Alr Space+7/16'Laminated; Utes of 3/16"HS Glass wlth.090'SG Intedayer GLAZING NOTES: 't'J "ANN"=ANNEALED �� U_%N ••• •.�''1C '� G7 7/16°Laminated:(2 Utes of 3/16"ANN Glass with.090"SG Interlayer "HS"=HEAT STRENGTHENED ��r•'•�)CENSF •�Fq G7A 9116'Laminated:(2)Utes of i/4"ANN Glass v4th.090"SO IntedayerC= ' GB 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7116"Laminated;(2)Utes of 3116"ANN Glass with.090'SG Interlayer T'=TEMPERED _�* N0.56705 � "PVB'=.090"BUTACIT O PVB BY KURARAY AMERICA,INC. _ G8A Jim Laminated I.G.:1/4"T Extedor Cap+5116•'Air Space+7116"Laminated;(2)Utes of3/16"ANN Glass Wth.090"SG Intedayer "SG"=.090"SENTRYGLASP BY KURARAY AMERICA,INC. jp X016IADDED SPACERS TO SHEET 15. 10STATE OF 70 TECHNOLOOYDRIVE GENERAL NOTES AND MAP - 0 er. fi,vbb,a WIH80E.FL 34276' i�F •'•FLURlO P.'•rte";. B,. arx swea�m t,,,,y.,�.,600 SERIES 770 ALUM.SGD-LM IMPACT JR latar4 CERT..OFAUM.#29M SGo- si.c T70 NTS 1 -22 PGT0130 B P. . 58705 I CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLEAS 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.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 13 j 3 PER TABLES 1-3 1 t3 CAN BE OXXXp. __ t -�'T -i - �'� i 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 OFANY 2 STRAIGHT CONFIGURATIONS. Gc MAX,UNIT 3 t 14 w 0 73 I 0 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3. pati MAX.UNIT j2ay ) HEIGHT / 14 1 1614 HEIGHT 9 14 14 I?a PER TABLES 1-3 j PER TABLES 13 1 j j °X"=OPERABLE PANEL, I o 1 w "O'=INOPERABLE PANEL, la POCKS I a� POCKET j � p =POCKET DETAIL LETTER WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL W "c'=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONSt 13 �-SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM. ANEL1-3 WIDTH NOM.PANEL WIDTH w Ac w c v DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 72 73 t� 1a PER TABLES WIDTH 1 13 13 12 t3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" P TABLES 1-3 i Jw J 2 Gc 19 18 19 7A 14 1c is 9 1a 1 iWao MAX.UNIT w c 1s 1s 1s t 14 zao MHEI HT 1 13 1s is 14 i $5 HEIGHT 7 13 19 1 is iw�`w ER PER TA ES 1-3 � / � ia�w TABLES I3 � � /1,77 POCKS! 1 _sir---I 3-PANEL CONFIGURATIONS4-PANEL CONFIGURATIONS , 1213 t3 t 3 t 3 1w 13 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH w c PRODUCT REVISED NOM.PANEL WIDTH A '" 9c 3 as complying with the 171-1da PER TABLES 1-3 2 t3 12 3 12 73 PERTABLE51-3 Building Code 1 13 NOA-No. 16.0629.06 w J I 1 13 Explmtlon Date 0 211 7/202 0 G Gc c I 1 13 19 19 19 14 14 i i 19 7s 19 1 1a I w G MAX.UNIT 19 SEE By MAX.UNIT as j z°e a HEIGHT o o NOTE Mla - Product Control HEIGHT t9 1s t9 1s / Itieo PER / tg m / 2,THIS SHEET PER TABLES 1-3 / / / m ® 0 7 " I��E TABLES ,� SHEET. Ia�G rc a o :n.t POCKET I � EXTERIOR 1 3 ,��',• I c 5-PANEL CONFIGURATIONS CORNER,TYP. 3 1 13 (OUTSIDE CORNER SHOWN, 1 13 ` G.••4 INSIDE CORNER SIMILAR) 10712TEDNNaLOGVDRIM EXAMPLECONFIGURA770NS N.VENICE,FL 34275 SERIES 770 ALUM.SGD-LM IMPACT a-10110114 a'Y °A"'m"` A.LYNN MILLER,P.E. JR a aroz CERT.OFAUTN.7179196 SGD•770 NTS '2 d PQT0130 B P.E.066705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-114"@ 120"HEIGHT LOCATIONS USING DETAIL"JwP,"Je","Kw"OR"Kd'INSTALLATION. NOM.PANEL WIDTH ® c 1w i3 1" 3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3pXXNBE OXXXp.OR XXXXp.OXXX IN POCKET CONFIGURATION ffl , 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION is 9ss a j o&a OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNITHEIGHT, is 1 1s s 1 Y�a 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" J� lo�aw laa" "X"=OPERABLE PANEL, POCKET i y W=INOPERABLE PANEL, L ::% -t��__-� "p"=POCKET 6-PANEL CONFIGURATIONS 3 1 1 1 3 DETAIL LETTER MAX.UNIT WIDTH IRx� W'=WOOD OR METAL INSTALLATION V "d'=CONCRETE INSTALLATION NOM.PANEL WIDTH A AcV Cc SHEET NUMBER PER TABLES 1-3 1 13 1 13 1 13 1 Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7" Gw i3 19 t is 19 t 19 14 1i DLO HEIGHT=DOORUNITHEIGHT-10.125" rl MAX.UNIT 3 9 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Ic HEIGHT 79 19 / j,W W 1 13 PER TABLES 1-3 � � � � � � � i�� laa`- POCKET h 7-PANEL CONFIGURATIONS w F 1 13 12 1 3 MAX.UNIT WIDTH NOM.PANEL WIDTH Ac c PRODUCT REVISED 1• 13 1 13 12 13 as complylng with the Florida PER TABLES 1-3 -J` Building Cotla .f---- NOA-No. 16-0629.06 Gc J Jc Expiration Date 02/17/2020 2 13 19 19 18 1 9 19 19 4 4 1 13 19 19 19 19 19 19 MAX.UNIT a y R11am D roduct control HEIGHT 1z is s 1s 19 1 i9 PER TABLES 1-3 POCKET a� y` •1.. ' 8-PANEL CONFIGURATIONS " 7 3 1 13 3 6. ld •,, Revffi6Y• Pfs w°r¢ac D�'trut .. ' 0,� ��,� ioro76crmoLoaroaive EXAMPLECONFIGURATIONS (94i}'i130-/600 SERIES 770 ALUM.SGD-LM IMPACT R°rsr OY• RMsbr¢ ::•••• '' _+sem" — s"esP R". A.LYNN MILLER,P.E. CERr.OFAUri4.020206 ° scD•n0 NTS 3 s 22 PGTO130 B P.E.#58705 JR tararo GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A) 7116"NOM. 7116"NOM. 1"NOM. 3116"HS GLASS 3/16"HS GLASS 3116"HS GLASS — .09D"PVB 090"PVB 090"SG 3116"HS GLASS 3/16"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 3/16-T G LASS 82 82 83 ERIOR f 3/4"NOM. EXTERIOR 314"NOM. GLASS GLASS 12,+-127 314"NOM. BITE• BITE. GLASS - BITE EXTERIOR 80 88 79 yi 54 55 7/16" MINATED GLASS TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9116"NO 9/16"NOM. 1"NOM. 3/16"HS GLASS 1/4"HS GLASS 1/4"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 1/4"HS GLASS--\ 74 1/4"HS GLASS 74 5116"AIR SPACE--\ 74 114"T GLASS 82 82 83 3/4"NOM. 3/4"NOM. 3/4"NOM. EXTERIOR GLASS EXTERIOR GLASS 124-127 a BITE a BITE GLASS BITE PRODUCT REVISED EXTERIOR as cc mp)ying with the Florida Building Code at e1 79 NOA-No. 16-0629.06 54 54 55 Expiration Date 02117/2020 DY MiamVTOb Product Control 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A GLAZING NOTES: "ANN"=ANNEALED HS"=HEAT STRENGTHENED t.a, "T"=TEMPERED PVB"=.090"BUTACITE PVIPBY KURARAY AMERICA,INC. "SG"=.090"SENTRYGLAdbY KURARAY AMERICA,INC. Aced By. Oam: RaWew: %V..T�� ~•=u . JR 0505/1016 B A0CE0 SPACERS. „ o A"worc 10707ECHNOLOOYORNE GLAZING DETAILS N.VENICE FL 34275 AwsleX o.% Rerh'ma P41)-450-1600 SERIES 770 ALUM.SGD-LM IMPACT ;!'`;.i�'•`t-• j om"n eF oelr ra.dmdA.mro: SndmfHd.e _N s °i"�"°"' A.LYNN MILLER P.E. JR to/lrvta CERT.OFAUM629296 ® SGD-no NTS 4 -22 PGT0130 AB P.E.#58705 i GLAZING DETAILS(G6, G6A, G7, G7A, G8 &G8A) 1"NOM. 7116"NOM. 1"NOM. 3116"HS GLASS 3/16"ANN GLASS--\ 3/16'ANN GLASS .090"SG 090"SG 3/16"HS GLASS .090"SG3116"ANN GLASS 3/8'AIR SPACE 7a 3/16"ANN GLASS 74 318"AIR SPACE 74 3/15"T GLASS 3/16"T GLASS - 83 92 83 I EXTERIOR 3/4"NOM. 314'NOM. 124-127 314"NOM. aGLASS 124-127 GLASS GLASS BITE BITE EXTERIOR / BRE EXTERIOR 79 a I 79 54 5 55 5 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1r'LAMINATED I.G.GLASS,TYPE G8 -1"NOM. 9116"NOM. 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS .090"SG 1/4"ANN GLASS .090"SG 3116"HS GLASS 090"SG 3/16"ANN GLASS 5/16"AIR SPACE 7a 1/4"ANN GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS 1/4'T GLASS 8z 14 83 83 3/4"NOM. 3/4"NOM. EXTERIOR GLASS 314"NOM. 124127 GLASS a tea-127 GLASS BITE BITE PRODUCT REVISED BITE EXTERIOR as camplying with the Florida it._, EXTERIOR Building Code 1 81 a NDA-No. 16.0629.06 79 79 Expiration Date 02117/2020 54 55 55 — By Mlam- e Product Control 1r'LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE G8A GLAZING NOTES: "ANN'=ANNEALED "HS"=HEAT STRENGTHENED , "7=TEMPERED "PVB"=.090"BUTACITE PVhY KURARAY AMERICA,INC. "SG"=.090"SENTRYGLASBY KURARAY AMERICA,INC. JR 05V0 2016 R AODEDSPACERS, . f0707ECHNOLOGYDRNE GLAZING DETAILS . .... .•'.`....''.r'' NbwEBy Oete "MMa '•:t:l;�.• "l N.VENICQ FL 34275 mm J r.,r r1?... . RwN By: mK R"Mermss: (911}400.1600 SERIES 770 ALUM.SGD-LM IMPACT ,W B.waw.e — — OsbmRu A.LYNN MILLER,P.E. 0—By. mr« cmd,� Do CERT OFAlRN.Na9T96 SGO.770 NTS 5 iI 22 PGT0130 B P.E.#58705 JR 10110114 TABLE 1: TABLE 1A: - Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+601-60 Sill Height to Max.(+)DP configurations on Sheets 2&3) (May be limited by Table 1A) (Water Ucn Rating) For comer astragal e o 135°comer units,see sheet 11 SBI Riser Height (+)Design Door Unit Height (Flat or Box,see Pressure,psi Table applies to Glass 80" 9(r Sheet 17) Types 3,aA,5,5A,7,7A, 69-7/8"DLO 73.718"DLO 79-7/8"DLO 86-7/8"DLOlush-1-1/2" see note 3 &8A and the Stile 1 Astra I Anchor Group Anchor Group Anchor Group Anchor Group Lav.2-1/2' types shown below. 4 1 2 3 4 1 2 3 4 1 1 2 3 4 Head/$II +1 C4+ +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C:4+1 +1 C4+1 C4+1 + C-- C4+1 High.4" +80.0 24" DLO Jamb 8 B 6 8 e 6 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 23" Head/Sill C4+1 C4+1 04+1 C4+1 04+1. C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 0 30 DLO Jamb 8 8 8 8 8 6 8 8 8 a 8 6 6 8 6 8 3 P-hook +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/ ' C4+1 C4+1 C4+1 C4+1RC4+2 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 a 36" p9 Jam 8 8 8 8 8 6 6 8 8 8 8 B 8 8 8 a P hoo 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH �+- 35" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 z 4Z' DLO Jamb 8 8 8 8 8 8 a 6 8 8 8 8 8 8 8 P hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 W Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 = Oo OH RATIO Z 1 46 DLO Jamb 8 8 8 8 8 a41' 6 8 8 8 8 8 8 8 8 O P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 014 RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4",3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with the Florlde Building Code Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135°Astragal Lockstile @ NOA-No, 16-0629.06 Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135"Astragal Expiration Data 02/17/2020 Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By Standard Outside Astragal �Corner Outside Inside lyliam/D� Product Control 8 Corner Inside Corner Outside Inside Corner Corner Part#61(Stlle) Part#61(Stile) FP,rl,460(x2) Part#60 Part#60 pPart#60(Stile) part 4119(Out.) art 467(Astragal) Part 460 Part#118(Cornerpart#120(In.) Parts#31&#32 Part#61 f Receiver) (Corn.&Fxd Mount) - �6 ` 10767>cNNaJOGrnwvE DPANDANCHORAGE Y• �` N.VENICE, „� SERIES 770 ALUM.SGD-LM IMPACT ieoi}aso tsao ommsr mm: n ma• �� ate.. suer d 22 o..av PGT0130 A.LYNN MILLER.P.E. JR 10/10/}4 CERT:0FAUni#29296 SGD-770 NTS 6 B P.E.#58705 TABLE 2: Maximum DP for all sizes:+60/ 60 For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be Ilmited by Table 2A) Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Door Unil Height Table applies to Glass Types 50° 84' 90° 96" 102° 108" 114" 120' 4,4A•6,6A,7,7A•8&BA 69-716-DLO 73•W/8'DLO 79.718"DLO B5-7/8-DLO 91.7/8'DLO 97-718"DLO 103-7/8"DLO 109-7/B"DLO and the Stile/Aatmgal types Anchor Group Anchor Groep Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group shovm below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 adISlll 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 + +1 G4+1 C4+1 C4+1 04+1 C4+1 C4+1 rQ+1 C4+1 D4+1 04+1 C4+1 C4+1 C4* +1 CA+1 +1 C4+] C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24' D17"LO Jamb 8 8 8 8 B 8 8 B 8 8 g 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Phook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIII r4+1 C4+1 C4+1 C1+1 C4+1 C4+1 C4+1 C4+1 D4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 30° l 0 Jamb 8 8 8 B 5 B 8 8 8 8 B 8 8 8 a 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Phook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7-8 7+8 7+8 7+8 7+8 7+B 8+9 8+9 8+9 8+9 8+9 a+9 6+9 8+9 9+10 9+10 9+10 9+1010+10 9+10 9+10 9+10 Head/SIO C4+1 C4+1 G+1 C4+1 C4+1 C4+1104+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G}+1 C4+1 G1+1 Gi+t C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4*1 C4*1 lit+1 C4+1 C4+1 C4+1 04+1 36' OJamb 8 8 8 8 8 a B 8 8 8 8 8 8 6 8 8 10 10 10 10 10 10 10 10 1D 10 10 10 10 10 10 10 Phook 6+7 6*7 6+7 6+7 7+8 7+8 7+g 7+8 7+8 7+8 T+B 7+8 7+8 7+8 7+8 7+8 8+9 B+9 B+9 8+9 B+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 e 35" Head/SIII 104+1 C4+1 C4+1 C4+1 04+1 C4+1 rte+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C5+1 CS+1 C4+1 CA+1 CS+1 C5+1 i 42" DLO Jamb 8 8 a B 8 8 8 a 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Phook fi+7 8*7 6+7 6+7 7+8 7+8 7+8 7+0 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 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/3111 C4+2 04+2 C4+2 C2+2 C4+2 C4+2 C4+2 C4+2 CA+2 04+2 C4+2 C4+2 C4+2 04+2 CA+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 04+2 C5+2 C5+2 C4+2 C5+2 CS+2 05+2 C5+2 C5+2 CS*2 C5+2 Z1 48' DLO Jamb B 8 8 8 8 8 a 8 8 8 B 8 8 8 8 6 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 p-haok 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 B+9 B+9 9+10 9+10 9+70 9+10 9+10 9+10 9+iD 9+10 Haad/Sift C4+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 04+2 C4+2 04+2 04+2 C4+2 54' D4L0 Jamb 8 8 6 B 8 8 B 8 B 8 8 8 8 a B 8 Phook 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 Not available in these sizes Head/Sill C4+2 C4+2 04+2 04+2 04+2 C4+2 C4+2 C4*2 C4+2 002C4+2 C4+2 C4+2 C4+Z + C5+2 80° DLO Jamb 8 8 B 8 B B 8 a 8 e 8 8 8 8 8 8 P-hoak 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 7+8 NOTES: - O= EXAMPLE ON SHEET 9 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL DLO WIDTH= 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP DLO HEIGHT= (NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTHDOOR UNIT HEIGHT-10.125" �— 3 4'.3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design w PANEL HEIGHT= (Flat or Box,see Pressure POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) ,psf = OH RATIO z 1 DOOR UNIT HEIGHT-1.866" AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-1/2" sea note 3 p NOT RATED FOR WATER INFILTRATION. Low-2-112' 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium.3.114" 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4° 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE SEE NOOH H TES 1-3 OH RATIO=OH LENGTH PRODUCT REVISED INSTALLED. EIGHT as comp)ying 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 FOR ASSEMBLY DETAILS. NOA-Ne. 16.0629.06 Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135•Astragal Lockstile @ Expiration Date 02/17/2020 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 ey Standard Astragal Inside Mlaml a roduct Centro 8 Outside Corner, , Outside Comer j Co a_-' ,' mer Inside �`''• ;n' •�� I Corner Outside i Insdede C°r Corner Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) =_ j Part#61(x2) Part 061 Part#61 part 467(Astragal) Part#61 Part#118(Corner part#120(In.) Parts#31&#32 Part#61 Receiver) (Com.&Fxd Mount) .- aon4ar. o.rc eaw+a°e D�bme ..".rJ^t.:?•.'..-`�'. 1070 rECHNOLo0r0RVE DPANDANCHORAGE N.VENICE.FL 34276 Drb /s+lJasalsoo SERIES 770 ALUM.SGD-LM IMPACT r. es..b ' LLER'P.E,, IIIA'r--II't1Y�` ��I'�l�� A.'LYNN MI 9. LTodsd Deft �" d B P.E.#58706 ^JR ee. cErsr.0 11mc a2#z9a sco-rrD NTS 7 PGTOl30 JR 10/10/14 { i � TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown Below Sip Height to Max.(+)DP For comer astragal anchorage on 90'or 135'comer units,see sheet i i (May be limited by Table 3A) (Water Infiltration Rating) DocrUrdtHel ht Sill Riser Height Table applies to Glass Types 4,4A, BIY' 84" 90" 96" 102" 108, (Flat or Box,see res Design 6,6A,7,7A, 8&BA and the Stile/ 69-7/8"DLO 73-716"DLO 79-7/8"DLO M-718"DLO 91-718"DLO 97.7/8"DLO Sheet 17) Pressure,psf Astragal types shorn below. Anchor Group Anchor Group Ana hor Glnup Anchor Group Anchor Group AnchorGroup Flush.1-1/2" see note 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-1/2' +46.67 Design Pressure +1-90.0 sf -� +'.82,5 psi +/-75.0 psi 17" HeadlSiil C4+1 04+1 C4+1 C4+1 C'4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1104+1 04+110 C4+1 C4+1 C4+1 C4+1 C4+1 04+11Medium-3-114" +60.0 2411, DLO Jamb 8 B 8 8 8 8 8 B 8 8 8 8 8 8 B 8 10 10 10 10 10 10 10 10 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 8+9 a#9 8+9 6+9 8+9 8+9 8+9 g+9 SEE NOTES 1-3 Design Pressure +/--90.0 psf +1-82.5 psf +/-75,0 psi 30° 23" Head/Sl0 04+1 C4+1 C4+t CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t 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 DLO Jamb 8 8 8 8 8 8 8 10 10 10 10 10 10 10 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 8+9 t3+9 8+9 8+9 8+9 8+g 8+9 8+9 Design Pressure +/-9,7.Opsf +/-82,5 psi +/-75.0 pat 29" Head/Sill C4+t C4+1 C4+2 C4+2 CA+1 C4+1 C4+2 04+2 C4+1 C4+1 C5+2 C5+2 C4+1 04+1 C5+2 C5+2 C4+1 C4+i C5+1 C5+i C4+t C4+1 C5+1 05+1 a 36 DLO Jamb 8 8 8 B 8 8 a 8 8 8 8 B 8 8 10 B 10 10 10 10 10 10 10 10 c P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+B 7+8 7+8 7+8 7+8 7+8 8+9 8t9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 E Design Pressure +/-90.Ops( +/-82.5 psf +/-75,0 psi OH LENGTH �-- Z 35" Head/Siff C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 G5+2 C5+2 C5+2 C5+2 C5+2 C5+2105+2 C5+2 C5+2 = 42 DLO Jamb 8 6 8 8 8 8 B B 8 8 10 8 8 B 10 8 10 iD 10 10 10 10 10 10 Cn P-hook 6+7 7+8 7+8 7+B 7+6 7+6 7+8 7+8 7+8 8+9 8+9 8+9 9+9 8+9 8+9 8+9 8+9 8+9 6+9 0+9 8+9 8+9 8+9 6+9 lu ' Desfgn Pressure +/-90,0 psf See Note A below +1-82.5 psf +1-75.0 psf = o OH RATIO Z 1 - 48" 41" HeadlSlll C4+2 C4+2 C5+2 CSt2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 O DLO Jamb 8 8 8 8 6 8 10 8 8 8 10 8 8 8 10 B. 10 10 1 10 10 1 10 1 10 10 I 10 L -LP-hook 6+7 7+8 7+6 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 6+9 9+1019+1010+101 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&BA; +/-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 2-112"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-1.856" 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. Bumm�a Code NOA-N Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135`Astragal Leckstile @ o. '16.0629.06 Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135"Astragal Expiration onte02/17/2020 • Heavy-duty Stiles Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tlle By Heavy-duty Astragal Outside Corner Outside Inside twlaml-p roduet contro Corner Corner Inside Corner Outside Insidede Cor Corner _ Part#61(Stile) Part 961(Stile) Part#119(Out.) Part H61(Stile) Part#61(x2) Part#61 Part#61 Part#68(Astragal) Part#61 Part#118(Comer Part#120(In.) Parts 031&#32 Part#61 _ Receiver) (Corn.&Fxd Mount) L• \r'-� X a 10R)TECHNOLooYDR1VE DPANDANCHORAGE N.VENICE,FL 34275 rez RWFrffr , .• /s!t>a6atsaa SERIES 770 ALUM.SGD-LM IMPACT — — p"i6�� — A.LYNN MILLER,P.E.a1W" Mb a10� " CERT.OFAIlTH.8292BS 0 SOD-77a NT3 8 - PGTO130 B P.E.#68705 JR NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAi 5,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS SEE"C5"CLUSTER DETAILS, FOR EXTERIOR PLANE SEE TABLE 2,SHEET 7 C6" SHEET 10 FOR INTERLOCK C NOTE, ) INTERLOCK CLUSTER,SEE THIS POCKETS AND 60"NOM. 1I SHEET SEE POCKET (g)p-HOOK r- __ x PANEL WIDTH DETAILS,SHEET 11 x x x x xx I JAMB MOUNTING I x x x x s"MAx' INSTALLATION, ADAPTER s^MAX. x x x x xxx xx / x x x x x THIS SHEET ANCHORS MIDWAY i 3"MAX. o &SHEET 14 BETWEEN P-HOOK ®' I°I 4 PAIRS OF x k S ANCHORS&AT 3" I l� x=SAME 96" x �...; FROM TOP j� I®i BOTTOM Io 14' I i o UNIT 21"luxAN >> MAX.O.C.' HEIGHT O.C. 4.051" 8"MAX.TO OPENING y ®I 1a MAK O.C. n®=P-HOOK EDGE OF POCKET SEE i I ANCHORS x x INSTALLATION ioa 1®I � DETAILS'Jc'&'Kc', j msss °I 1T7 o=P-HOOK ZfN END PANEL SHEET 14&PART a ®I MOUNTING x ANCHORAGE DETAILS'J'8'K', Iy 3"MAX. ADAPTER 24"MAX (2 ANCHORS) SHEET 19 FOR I° _ I I t ANCHORS x O.C. +2" P-HOO ---_ 9_ •_ l°oo��---------"'---x x x - - x x x x xx x .�x' —END PANEL ANCHORAGE ANCHO END PANEL . x' "�� x x x x x x ^ x� x x x .� x 6"MAX. ANCHOR# E(SEE ANCHORAGE x' x x x x "+2,. „+2^ SKET ELOI'V) (SEE SK BELOW) �.+2” ^+2" "+2" ANCHORAGE GE CENTERLINE 8 TYP' ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.0 " 24'MAX. EXAMPLE:5-PANEL,2 TRACK 90"OUTSIDE COR O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: _ NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6 8: ExTERIC HEAD OR SILL IF A SPLICE 60" CENTERLINEOF 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 5.64" +2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT E,F 6"MAX. PRODUCT REVISED 3.5" 9 REQUIRED AS PER THE FIGURE AT RIGHT: as com 1yIn with the Florida CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR Buildlno Cod9e OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE j2-TRACK NCA No. 16-0629.06 FRAME JAMB Expiration Date 02/17/2020 P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR P UIRES +2"ANCHORAGE SEE"C5"CLUSTER END PANEL VIDETAiLLS, C6�CUSTER,SEE CENTERLINE CENTERLINEDETAILS,SHEET 10 ANCHORAGE Miamr a roduet Con ro• FOR ASTRAGAL OF 2ANCHORS)SHEET 11 I INTER(OCK I ASTRAGAL 4.051" —I_" 3.5" I MAX. 7' CENTERLI EXTERIOR OF PANELI 3E "+2"ANCHORAGE OF PA ELI 4E "+2"ANCHORAGE [—OF PANEL 5E V SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS OF t% Ra Dr. a..ewc °°m1peac " 1070 TECNNOLOOYORIVE ANCHORAGE SPACING&EXAMPLE PLANS R ex m,rc Re.+maw: N.VEMCE FL M276 R"vae er ate: Reuma (90)460460 SERIES 770 ALUM.SGD-LM IMPACT R� sewoae I— s�,.e A.LYNN MILLER,P.E CERT.OPAUM.#29296 R SGD-770 NTS 9 ✓22 P(iT0190 B P.E.#58705 JR 10/10/14 A GAL OR 6° ASTRAGAL OR SPLICE LOCATION TRAGAL CI I ( CE SPL OCATIO 2.04" I OCK CEDED INTERLOCK-�I COND ON,USE INTERLOCK IF NEEDE 2.04" AV ENTERLINE I \ CENTERLINE "C6"CLU TER DETAIL) CENTERLINE 1.75" ERI 6"DIAG. 3.5" 7" 7. 3.5" 21,. 1.75" 4"DIA 4"DIAG. -- O.C. TERIOR 2.04" 2. 4" 2.04" 1" o I 5. " EXTERIOR 3.6" T� -� EXTERIOR 4"DIAG. 7" E%7ERIOR 7 3.5 C. �l, 7" 6"MAX. v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/ ILL v 2-TRACK FRAME HEADISILL 5.64" 1D ASTRAGAL OR INTERLOCI ASTRAGAL OR INTE OCK Ca ASTRAGAL OR INTERLOCK 2 TRACK (USE WHERE 4 CLUSTE USE WHERE 5 C TER (USE WHERE 6 CLUSTER ORS ARE REQUIR ,"C4") ANC UIRED,"C5") ANCHORS ARE REQUIRED,"C6" ANCHOR PAIR 6"M]A�X. I 4-TRACK ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORLSPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-�IF NEEDED INTERLOCK-� CONDITION,USE INTERLOCK IF NEEDED2.04" EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE "C6'CLUSTER DETAIL) CENTERLINE 3.5' — _ 3.5" 7" �/ ANCHORS MAYBE INSTALLED _ 21" EITHER IN THE EXT.OR INT. 0 2.04" } 4"DIAG. 4.08" MAX. TRACK(INT.SHOWN) 4.08" O.C. 2.04" ` —I I M5.64" NOTES: 1.ALL DIMENSIONS SHOWN EXTERIOR 7,. EXTERIOR7„ 4"DIAG. EXTERIOR 3.5" ARE BASED ON MIN. �1 � n 3.5" 6"MAX. v 3-TRACK FRAME HEADISILL 0 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL ALLOWED. (aD ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK (cD ASTRAGAL OR INTERLOCK � 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 1 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. FOR SPLICE FOR SPLICED ASTRAGAL OR { SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ( CONDITIONS ONLY: INTERLOCK—f— iF NEEDED INTERLOCK�i (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITION,USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE C6CENTERLINE " 'CLUSTER DETAIL) IF NEEDED 1.75" 3 5" 3,5" PRODUyCTg REVISED 3.5" 3.5" 7 eui dinglCoda ith the Florida NOA-No. 16-0629.06 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04' Expiration Data 02/17/2020 sy 2.04" 5.37"DIAG. c 4"DIAG. miama roduct Control 4.08" 4"DIAG. _ I 2.04° 1 EXTERIOR' EXTERIOR 7• EXTEEn qR 7" 3.5" - V 4-TRACK FRAME HEADISILL 4 TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL (7a.ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6') ---t— ANCHORS ARE REQUIRED,'r-4-) ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION ;T ((o R"n4 BY U"!n' Rwis%anc ••. . 10707ECN110LANCHORAGE,EXAMPLE CLUSTERS B/< oum: R"H,Im�a OGYORNE "..: M VENICE,FL 34276 rm `:'• . =.`'. I �< Mf)480-1600 SERIES 770 ALUM.SGD-LM IMPACT s.e.w°me a r• ' m"Wm- A.LYNN MII I FR RE u.BY vats a..b. CERT.OFAUTR#29M S.71V NTS 10 a 22 PGTO130 B P.ElI58705 JR 10/10/14 " I x- 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN 4"DIAG. 8 943 5" r3.5" ALLOWED.D ON MINIMUM 6.17 ?4'DIAG. 6.12" INTERIOR 7" *IN-TERIC INTERIOR 2.DETAILS DEPICTANCHOR INTERIOR QUANTITY AND SPACING, 90° 3. " 90° 3. " " EXTERIOR 1 ° AND WOULD BE IDENTICAL EXTERIOREXTERIOR4"DIAG. 4"DWG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4° 3.5" 4" f 3 5" 4" EXTERIOR „+1„ANCHOR 2.04” EXTERIOR 2.04' 7 2.0 4„ 2.04” 7" / 8-94" EXTERIOR 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I- CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL ANCHORS ARE REQUIRED,"C41 ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,"C6"} "+2"ANCHOR 4.08" A INTERIOR EXTERIOR 4.08" "+1"ANCHOR 2.04" 4"DIAG. INTERIOR3.5 INTERIOR 7'41" I ° 7" 135" 3.5° CENTERLINE 3 IEXTERIOR C`- OF PANEL 4. 4.08" "+3"ANCHOR 5.37" JAG. 7" CENTERLINE2.04"4" 3.5" OF PANEL 4"DIAG. EXTERIOR 7" 4" INTERIOR ALL '+2"ANCHOR W. 90°CORNER 135°CORNER ��R VIEWS 7„ 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED OFPANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12' INTERIOR 2.04" 2.04" 6.12„ 3.5" --4LINE CENTER 4. EXTERIOR , INTERIOR 5.88"' CENTERL PRODUCT REVISED INTERIOR 90° 135° "+3"ANCHOR Building CodeWlth the Florida 4" 3.5" 2,04" _ NOA-No. 16-0629.06 DIAG. 7" Expiration Date 02/17/2020 6.12" 4"D 6.12" G 3.5" 4 OS" DY 7" EXTERIOR Miam-D r0d—t Control 2.04" 4„DIAG. 3.5” 3.5" 7" EXTERIOR 4" CENTERLINE EXTERIOR 2.04" 90°CORNER 135°CORNER �—OFPANEL , 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL - ("C8°ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) _ 6 ;• ^':- 1070 TECHNOLOGY DRIVE ANCHORAGE,EXAMPLE CLUSTERS .'. •`'`• o°m: R"✓a'aa• N.VEMCE FL 34275 rms n �° s°wa m: (s41145o feao SERIES 770 ALUM.SGD-LM IMPACT s"r"vnrm.r I a"rxw. A.LYNN MILLER,P.E. ore.ney. Dom: cnww o"n: CERT OFAUTH.p2J2D5 ® SGD-770 AIT$ 11 °22 PG70130 B P.E.115B705 JR 10/fOH4 INSfALLATION DETAILSEMBEDMENT: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 SHEET 1 SEE TABLE A,SHEET 1 ( 2-1/1 2-1116"` 2-1116"' NOTES: ExTEwoR 1! " 1/4" 1/4" 1.ALL DIMENSIONS a MAX MAX. MAX. SHOWN ARE BASED I f SHIM XTERIOR G' SHIM IXTFRIOR SHIM ON MIN.ALLOWED. 2 METAL OR WOOD EMBEDMENT: T r SUB TRATES MAY BE SEE TABLE A, JJJ 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. NP.,SEE NCHOR SEE ANCHOR NOTES P.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE NCHOR 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 IS da 2 TRACK FRAME HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD 'DIAGONAL O.C.L Aw WOOD INSTALLATION ew WOOD INSTALLATION Cw METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE ANCH W WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE P-S CHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR & LE 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 A HOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE ,SHEET NOTE 5.-jNOTE 5, THE METAL SUBSTRATE 1 /4"MAX.) SHEET 1 1 SHEET 1 (1/4"MAX.) .. .. (1/4"MAX.) / EXTERIOR EXTERIOR EXTERIOR EMBEDMENT:SEE 2-1/16"• r 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 D WOOD INSTALLATION ME SILL e WOOD INS ALLATION Fw METAL INSTAME SILL /0-h4-TRACK LE SILL LATION EMBEDMENT: 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 eomplymg wlth the Florida EDGE DISTANCE: NOTE 4,SHEET 1 Building Code EDGE DISTANCE: SEE TABLE A, NOA-No. 16-0629.06 TY ,SEEANCHOR 2X WOOD SEE TABLE A TY SEE ANCHOR 2X WOOD SHEET 1 Expiration Date 02/17/2020 N TE 3,SHEET 1 SHEET 1 OTE 3,SHEET 1 2-1/16"" SMS ANCHOR TYP- By 2-1/16„ SEE ANCHOR NOTES Miam a roduet contro WOOD N OR TYP., /16"` &TABLE A,SHEET 1 SEE ANCHO NOTES OOD ANCHOR TYP., I MIN.OF 3 &TABLE A,S ETI SEE ANCHOR NOTES THREADS " 7 O &TABLE A,SHEET 1 EXTERIOR BEYOND THE �-( LYNN 49j{�'ii EXTERIOR EXTERIOR METAL `1r� 1/4"MAX.SHIM1/4"MAX.SHIM -•r-�If tL SUBSTRATE J ' 1/4"MAX.SHIM Imo- `,• No.58705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Gw WOOD INSTALLATION ®w WOOD INSTALLATION Iw METAL INSTALLATION rmwaey: a"m: wuw°nc fin... rrJy 10787ECHNOLOOYDRNEP�TANCHORAGE DETAILS a a".rome F7.OR:0 C7 N.VEMCE;FL34275 oGy nee �`�"-......-• R lserJ esarsod SERIES 770 ALUM.SGD-LM IMPACT s'rtmam°°r — a.+"r °'°"°°- — A.�(fJN ti71L'C .-.E CERT.DFAU7H.r928Teti 500.770 NT3 12 °rte PGTO 130 B RE#58705 JR rwrar4 INSTACLATION DETAIL EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTAN E:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS C CRETE TABLE A,SHEE 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED ER TABLE PER TABLE PER TABLE ON MIN.ALLOWED. A,SHEET 1 2-1/16" 2-1/18"' 2-1116 " A,SHEET I _ A,SHEET 1 1/4" 'DIAGONAL O.C.IS MAX. MIN 4"(HEAD&SILL) SHIM OR6"(JAMB)SEE MBEDMENT: J 1 EXTERIOR 1/4" EXTERIOIR DETAILS,SHEETS E TABLE A, M MAX. 10&71. SHEET 1 8 IM SHIM OPERLY SECURED 1X CONCRETE A CHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., W BUCK TYP.,SEE SEE ANCHO NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHO TE 3,SHEET 1 TABLE A, EET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRA EAD E 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac STALLATION Rc CONCRETE INSTALLATION cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP„ PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCH OD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE T A,SHEET 1 ANCH NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANC R SEE ANCHOR SEE ANCHOR NOTE 5, EET NOTE 5, NOTE 5, 1(1/ MAX.) SHEET 1I ( 4 MAX)SHEET 1 (1/4"MAX.) I 1/" - I ERIOR f 'I EXTERIOR EXTERIOR CONCRETE 2-1/16"' 2-1/16' 2-1/16" PER TABLE EDGE DISTANCE: CO CRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SE TABLE A,SHEET 1 P TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBE ENT:SEE TABLE A,SHEET 1 SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 i 2-TRACK FRAME SILL ®3-TRACK FRAME SILL ®4-TRACK FRAME SILL , Dc ONCRETE INSTA TION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 ~ II EMBEDMENT:SEE TABLE A,SHEET 1 -�I EDGE DISTANCE: I J. EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, ' SEE TABLE A, SHEET 1 PRODUCT REVISED MBEDMENT:SEE CONC./CMU ANCHORIM ) 1X WOOD BUCK TYP.,TABLE A,SHEET 1 TYP.,SEE ANCHOR SHEET1SEE ANCHOR NOTE 3, BuIld7ngiCodaWith the FloridaPR ERLYSECUREDEDGE DISTANCE: NOTES&TABLE A, SHEET 1 NOA-No. 6-0629.06 1X OODBUCKTYP., SEE TABLE A, SHEET1 Expiration Date 02/17/2020 SE ANCHOR NOTE 3, SHEET 1 CONCJCMU ANCHOR 2-1/16"' SHEET 1 TYP.,SEE ANCHOR By I i.2-1/16"` PROPERLY SECURED NOTES&TABLE A, Miami-D Product Control CON ./CMU ANCHOR 1X WOOD BUCK TYP., TY ,SEE ANCHOR SEE ANCHOR NOTE 3, SHEET 1 CONCRETE NO S&TABLE A CONCRETE OR CMU I SHEET 1 OR CMU SHEETI CONCRETE ExrEwoR PER TABLE ExTERI OR CMU DCTERIOR PER TABLE �L A,SHEET I .( L'fW ,y//'� n PER TABL nn� A,SHEET 1 �, V 1/4' AX.SHIM --I I A,SHE 1 V 1/4"MAX.SHIM 1/4"MAX.SHIM , nti 2-TRACK FRAME J 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB - No.58705 ;. Gc 61u1 INSTALLATION He CONCRETE/CMU INSTALLATION QjCONCRETE/CMU INSTALLATION _ = 1 of fo70TECHNOLOGYORNE ANCHORAGE DETAILS ' `• t�'` N.VENICE.FL 4 5 rms c Re �� mtwn /sar}rsatsao SERIES 770 ALUM.SGD—LM IMPACT //.' sr,ex on„ngxa % Ai'LY�V�M�FA-LR,rP.E, ce,n„er. ours rs _oo� CERT.0 Aum.aznse U ® _SG D-n0 NTS 13 d 22 PGTO130 B P.•f=k&M4 JR 10/10/14 ( 3 i INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED ATALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT - DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 12e ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED gQ SHEET 1 2e ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE SUBSTRATES, DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A.SHEET 1 EMBEDMENT: SHEETS 6 8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 EXTERIOR SHEET.1 '•:',`��' ADAPTER CONC./CMU AND P-HOOK PHOOK WOOD ANCHOR TYP., fl_ ', ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE P. 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 E P-HOOK FOR USE WITH ANY SILL RISER PARTS#18.#20#22 OR#24, Jc PARTS 918,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETEIGMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CON C./CMU NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE TABLE A,SHEET 1 CMU PER TABLE MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES -... .....i..i'.`.. A,SHEET 1 SUBSTRATE r--�GE &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9) ILLUSTRATION, EMBEDMENT: SHEET9) SHEET1 2� SEE TABLE A, ym k`Y SHEET 1 DISTANCE:SEE _ 1-1/4"MIN.EDGE DISTANCE A,SHEET 1 30 30•� PRODUCT REVISED as complying with the Florida P-HOOK SMS ANCHOR TYP., NOA- o Code EXTERIOR P-HOOK CONC./CMU NOn-No. 16-0629.06 SEE ANCHOR NOTES EXTERIOR &TABLE A,SHEET 1 ANCHOR TYP.,SEE I I_ Expiration Data 02/1712020 (ALSO SEE TYP. ANCHOR NOTES&TABLE V 2.693"MIN. A,SHEET 1 6y ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE MIN. Miami- roduct Control ILLUSTRATION,SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS 6EP-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23 OR#25, EXTERIOR Kc PARTS#19.#21,#23 OR#25, EXTERIOR t 4}'t�/ ��/�f r METAL INSTALLATION CONCRETE INSTALL AT ION a1ti..' (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 11A,2A&3A MOUNT 0.. A%. FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY 58705 ANCHORAGE DETAILS �j;:m SERIES 770 ALUM.SGD-LM IMPACT ° `aOrtLYNM IDLER;P.E. JR 0/14 CERT.OFA(llx.A78296 scarm NTS 1 14 m 22 PGT0130 B REX 58705 { CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL W, MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES" DETAILS'Aw'&'Ac',� WIDTH INTERIOR SHEETS 12&13 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL al 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 'QS' 'AS' TYPE SHEET 19&CORNER 'A' K ANCHORAGE SHEET 11 SHEETS 18&19 FOR SECTION NOM. MAX.UNIT 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 SEE PER HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 13 KEEPER(ITEM 103)AT FRAME JAMB ORASTRAGAL. Gj JAMB DETAIL'G3',SHEET 3)PLEASE SEE APPLICABLE 18;INSTALLATION DETAILS ASTRAGAL'&INTERLOCK X X X 'GvP&'Gd,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH=NOM.PANEL WIDTH-7" 90" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" SILL DETAIL-D',SHEET 18; INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XXIXX PANEL HEIGHT DOOR UNIT HEIGHT-1.866" = 'DW&'De,SHEETS 12&13 SILICONE HOT-MELT BUM STRUCTURAL SILICONE SILICONE STRUCTURAL 3116"NOM. BY OTHERS POLYISOBUTYLEN 1!4"NOM. FOAM WITH WITH DESICCANT DESICCANT EXT.GLASS EXT.GLASS #8X1" #10 X 1-1/2" PH SMS PH SMS INT.GLASS INT.GLASS ,24 KODISPACE 4SG TPS ,zs SUPER SPACERONXTT" PRODUCT REVISED ALUMINUM as complying with the Florida REINFORCEMENT POLYISO- DESICCANT FILL AREA Building Coda NOP-No. 16.0629.06 BUTYLENE 5116'NOM. PANEL CORNER FRAME CORNER 5116'NOMr SEAL Expiration Data 02/17/2020 DETAIL DETAIL BUM& ROLL-FORMED SILICONE SEAL By !' DESICCANT FOAM STAINLESS STEEL Miami ad Y duct Control EXT.GLASS Part# Description Material EXT,GLASS 124 Kommerling 48G TPS Spacer System 125 Quanex Super Spacer nXTwith Hot Melt Butyl See this Sheet for INT.GLASS INT.GLASS 128 Quanex Duraseal Spacer Materials 127 Cardinal xL Edge Spacer ,2s DURASEALG SPACER ,2T XL EDGET"SPACER REFERENCE TEST REPORTS:FTL-6717,5965&9970 JR OS SWV16 B ADDEDSPACERS 1ORITECHNOLOGYORIVE MICHORAGEDETAILS/EXAMPLE ELEVATION pane oaa• E N.vswcj�FL5425SERIES 770 ALUM.SGD-LM IMPACT . °� o�fp1° fb" A.LYNN MILLER,P.E. JR !0/1f)/1� CERT.OFAUTH.#21209 ® SGO•T70 l�T$ 15 a 22 PGT0130 B P.E.#50705 CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL IGT,SHEET 18; ,�—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 HEADER DETAIL'A',SHEET 18; MAX. iFIXED JAMB DETAII'G2', ASTRAGAL HEADER DETAIL W,SHEET DLO JAMB DETAIL'G3',SHEET L INSTALLATION DETAILS'Aw'&'Ac', WIDTH SHEET 18;INSTALLATION DETAIL ET 1'& 18;INSTALLATION12&DETAILS—� 18;INSTALLATION DETAILS DETAILS'GW&'Gc', L2,SHEET 19 Aw'&'Ac',SHEETS 12&13 SHEETS 12&13 T P �'Gw'&'Gc',SHEETS 12&13 SHEETS 12&13 99' EXTE IOR INTERIOR PANEL PANEL PANELUSHEETIS FMANE PANEL TYPE TYPE TYPE PANEL PANEL TYPE INTERLOCK DETAIL 'R' 'L' 'D' TYPE TYPE 'M',SHEET 19 MAX. CS' 'QS' MAX.NOM. UNIT / UNIT DETAILTN1%SHEET 19& SIDE CORNER PANEL / HEIGHT PER SILL DETAIL PANEL /I fNOM. HEIGHT CORNER ANCHORAGE WIDTH TYP. 'D',SHEET MAX / / SEE TABLES SHEET 11 MAX. PER TABLES 18. WIDTH TYP. NOTE 2, 1-3 INTERIOR DLO TABLES 1-3 1-3 INSTALL DLO PER HEIGHT DETAILS HEIGHT TABLES1-3 SHEET15 O1 SHEI 12 a EXTERIOR NOM.PANEL \I 1/11 j 6 L`\ DTH TYP. &13, X X X x PEIR TABLES SILL DETAIIL'D',SHEET 18;� SEE FRAME& MAX.UNIT WIDTH —►I MAX.UNIT WIDTH 1-3 PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Do',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11%SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw',& L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13� HEADER DETAIL l J ETAIL'H2',SFIEET P-HOOK DETAIL-W&'K',SHEET 'B'.SHEET 16; ��' 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET DETAILS-BW&'Bc, DETAILS'Iw'8'Ic',SHEETS 12&13 18;INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 'Jc','Ktv'&'Kc',SHEET 14 SHEETS 12&13 'Cw'&'Cc',SHEETS 12&13 ��--- MAX.UNIT WIDTH r MAX.UNIT WIDTH _i ' PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL I TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE PRODUCT REVISED 1 M. 'F' T 'P' as comptying with the Florida ,R, 'L' �M' 'F' I MAX. Building Code NOM. o i NOM. UNIT —NDA-No. 16-0629.06 MAX. PANEL i j PANEL HEIGHT Expiration Dato02/17/2020 PER WIDTH TYP. a / / WIDTH TYP. / PER By TABLES MAX. SEE PER / s�s I SEE MAX. PER TABLES Miami-Da ro uct control 1-3 DLO NOTE 2, TABLES 1-3 $Q j OTE 2 DLO TABLES 1-3 1-3 HEIGHT SHEET 15 i SHEET 15_ HEIGHT a b �a -<; 0 x x x ' x x x o EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS ;L( EW&'Ec',SHEETS 12&13 Fw'&'Fc',SHEETS 12&13 6 Rere09y. ocx xmmba �' ._ ftmm BY Lkb: ftcvhlcns t=TECNNOLoc�YnRroE EXAMPLE EL EVA TIONS N.VENICE,R3f275 rm - ...j,'::•,1 <:,.;•• ftmrd 9/: o� � /s4t/-eso-rsoo SERIES 770 ALUM.SGD-LM IMPACT " �� ° °iv'"- ft"" A.LYNN MILLER,P.E. �✓R 1QN0/14 cmawfe,aero: CERT.OFAUTN.429235 ® s.. NTS 16 122 PGT0130 B P.E.958705 f PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ABTRAGAL ASTRAGAL ASTRAGAL IM CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECENER 90 RECEIVER 90 RECEIVER 36 RECEIVER 36 RECEIVER TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN WI HANDLE W/HANDLE WIHANDLE W/HANDLE W/HANDLE WIHANDLE Wl HANDLE W/HANDLE #118 ��-#it8 #31 #31 - ' #120 #119 #"01 #1t8 #61 #6Y #61 #61 SINGLE LTR TQ TC TA TV TW INTEORUTOCK � F PP K OUT) SINGLEC INTERLOCK C /C SQ SC SA SV SW IN CK B E P A moxotrr PCX" FIXED IsFD FC FV FW STILE RR JR (uoxovr) le=M1 LOCKSTILE ®W/HANDLE (I=out) (0o" ST W ARAGALLR PANEL NOTES: Box our W/HANDLE (8oxoim 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL F- ASTRAGAL SIZES&DESIGN PRESSURE. Box vu >r tl LEFT 4M 1ERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF LLI W/HANDLE m=,N) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS J STILE EXTERIOR I-- ASTRAGAL T U STILE AND ARE NOT AVAILABLE. U) Box oui 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES (0oxouD (SOxouq I (#61),CORNER RECEIVER(#118)AND EITHER I- T U PANEL AB SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER LL ASTRAGAL APPLICABLE STILE/ASTRAGAL REQUIREMENTS. LLI BOX IN ASTRAGALS. filoxnv) I X-9 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES J 90 LOCK RT C/ 90 LOCK57 CORNER (#61)AND CORNER ADDON(#31). J WI HANDLE#120 232° W EXT CORNER SILL RISERS OPTIONS 232° Z 90 LOCKSTILE19 QT QS --r1 .232" EXTERIOR Q W/HANDLE#119 .232• I EXTERIOR .062" EXT CORNER#8,?\(f ^T ^^ Cl I I EXTERIOR .062" (rl-`"''v'I`Tr /l/' l/!-V` /EXTERIOR]I J+. C] 4.D55° 90 RECENER a .p62° IV/HANDLE #118 I 2.65b" 3,305' INT CORNER#61 A T AS DF 1.56.062" � �=-4I 90 RECEIVER ' U ' PRODUCT REVISED W/HANDLE #118 as comp)yinB with the Florida #118 SILL RISER FLAT' SILL RISER,FLAT SILL RISER,FLAT OSILL RISER,FLAT Building Code EXT CORNER /'+ 16-0629.06 90RECEIVER. CF 18°FLUSH,1-1/2" — 2D LOW,2-1/2" 22 MEDIUM.3-1/4' 24 HIGH,4" NOA--0Jo. t - -1 I-- .760" EXpiratlon Date 02/17/2020 EXT CORNER 1131 135 RECEIVERVT VS VF EXTERIOR 8y W/HANOLE pp1 ham- .750' EXTERIOR f .082` Miami-Dad rotluet Control EXTERIOR EXTERIOR I +-t- 062' INT CORNER #31 WT WS WF -�-I y06• 4,055° 35 RECEIVER I a •062" WI HANDLE 3.31105" 1 •-.1 ! ;. #61 1 I .062° 19 SILL RISER BOXI' 21 SILL RISER,BOX 23 SILL RISER,BOX 25 SILL RISER.BOX FLUSH,1-1/2° LOW,2-1/2° MEDIUM,3-1/4' HIGH.4" �`�_►sp NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 Rrv°C Qe8 R°.IDmc �i:'•i L-lli' R°wd �.: wwnw�c 1070TECHNOLOGYORI✓e PANEL TYPES .. N.VENICE,FL 36275 R°w6ar. od,= R (941)-MO-1600 SERIES 770 ALUM.SGD-LM IMPACT sme,aaa: awGMmRu wwc A LYNN MILLER,P.E. cr�ee.°°"' CERT.oFAurH.a7szss ® sco-no NTS 17 a 22 PGT0f30 B P.E#58706 JR 10/10/14 ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) so OR 61 los LOCK PART FULL LENGTH 14 75&107.110 17 14 106 F JAMB 5 G3 60 OR 61 16 5 60 FIN OR 61 G1 EO OR s1 2-TRACK JAMB 2 TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED 106 6"LONG W/RETAINER#106 OPERABLE 80 PANEL CLIP LO aK PART 113 MIDSPAN (SHOWN WITH PANEL) SEE DETAIL G2 5 FIXED PANEL TO EXTERIOR 103 113 LOCK 5&107-110 103 FOR FIXED 5 sn OR61 THE INTERIOR) PANEL CLIP 103 �L,EXTERIOR 14 112 i6 17 123 FULL LENGTH Cat Cao �L,EXTERIOR #10x3/4' OFJAMB 2-TRACK JAMB 40 2-TRACK JAMB �I,EXTERIOR �EXTERIOR600R 61 EXTERIOR SMs,x a CLIP#80 OR#105 51 52 W/SCREEN// 6"LONG W/RETAINER#1233-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB 80 (SHOWN WITH H7 (SHOWN WITH H2 (16ESHOWN WITH 17 (SHOWN WITH 12 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR �L p99RIOR n@�—j v/ 1 3 4 5 5 113 5 113 69 69 69 EXTERIOR EXTERIOR EXTERaa SHOWN WITH E FRAMEK W/SCREEN a FRAME HEAD FRAME HEAD HEIGHT PER a3-TRACK da4-TRACK MAX.UNIT OPT.SCREEN FRAME HEAD TABLES 1-3 TRACK PRODUCT REVISED as complying with the Florida 53 69 69 69 Building Code EXTERIOR EXTERIOR HOA-No. 16-0629.06 52 51 72 OR 73 72 OR 73 72 OR 73 Expiration Date 02/17/2020 46 17 113 9 10 By 11 11 Miami-Da� Product Contml 48 47 o 8 EXTERIOR 112 5 113 113 5 5 2-TRACK W/SCREEN E 3-TRACK 4-TRACK FRAME SILL e FRAME SILL FRAME SILL t,o.:o87C;" -ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6 8 FOR DP(PSF)ASSOCIATED WITH STILE. rt waq- Dem: eeena,a •_, oo a• 1070 TECNNOLOGY --rORIVE VERTICAL SECTION DETAILS ""° •`''�' N.VENICE;FL 34275 ras _j,t,^,,.- Rereaae: a-. � (941}480.1600 SERIES 770 ALUM.SGD-LM IMPACT sema�m.e u,a' smc o°:'mxa A.LYNN MILLER,P.E. ae"me% Dale ebennle Dem: CERT.OFAUTI(.#2M6SGD-770 NTS 18 er 22 PGTO130 B P.E.#58705 JR 10/10114 i ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR g1 113 118 7 *EXTERIOR *�.RIOR 11 113 103 � 62 111 63 6b OR 61 85 120III L y 90"�\// vEXTERIOR EXTERIOR INTERIOR EXTERIOR n P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS INTERIOR v (EXT.OR INT.MOUNT) EXT.MOUNT ONLY 90° LOCK PART 60 OR 61 LOCK PART LOCK PART 75&107.110 758107-110 758107-110 61 5 INTERLOCK M 14 � I I 113 I � "aTER[OR 60 61 61 118 5 113 113 11 I I EXTERIOR��// 113 103 119IXTERIOR 7 68 L1 CORNER ER ITEM WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN N2 2 TRACK SHOWN " SH (HEAVY-DUTY STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES f TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 75&107-11 ; 4 INTERIOR 4 INTERIOR 5 5 135° PRODUCT REVISED 1 B complying with the Florida 1{3 Building Codc NOA-No. 16-0629.06 11 E.piration Date 02/17/2020 E 1 7 35° ey 14 5 g1 32 Miaml-O./ roduct Control I 10315 1 61 EXTERIOR 32 i LOCK PART 31 103 81 EXTERIOR 7 135"INSIDE CORNER 75&107-110 14 - ry oz 2-TRACK SHOWN _ E! 135°OUTSIDE CORNER 01 2-TRACK SHOWN �� •. 10707'ECRN0L0GY0mVE HORIZONTAL SECTION DETAILS,CORNERS r:1:• H VENICE FL 34275 na' :...,,: •'> , 6,vs,eY• �„�; 6,v,y,z (941Y80-16W SERIES 770 ALUM.SGD-LM IMPACT •'; ' 1++•°w•� �'• A.LYNN MILLER,P.E. JR 10/fOH4 a. . ra.amae ma CERT.OFAM.#=96 SGD-770 NTS 19 °122 PGTO130 B RE.#58705 R I Item DWG PGT# Description Item Dw9T#PGT#, Description 1 ALL ALUM INUM=6063-T6 1 17306 (IM66 2-TRACK HEAD 60 1 17325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 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 8122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN INSIDE NTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD. 6 17317 617317 FRAME HEADAAM8 ADD-ON e5 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 6173D4 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS(a)244°'MAAX.X.O.C. 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL 10 17310 617310 4 TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILLTRACK INSERT Ti 1695 71695 1-1/2'%1"X314"HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILLSCREEN ADD-ON(SEE NOTE 3) 72 8153 78153% TANDEM ST.STL ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACKJAMB 74. SLICONE 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 WILONG TRIM PLATE . 16 17308 617308 3-TRACK JAMB 76 71032X1FPFX #1(T32 XV FL.SS SCREW W/TYPE T'TIP 17 17311 617311 4-TRACK JAMB T7 7103239 1032 STEEL ZINC U-NLIT 18 17322 617322 SILL RISER-FLAT,FLUSH,1-112' 79 17357 617357 1"IG BEAD 19 17319 617319 SILL RISER-BOX FLUSH,1-1/2!' 80 17359 617359 7/16"BEAD/FD(=D PANEL CLP 20 17321 617321 SILL RISER-FLAT,LOW,2-112" 61 17360 617360 9116"BEAD 21 17318 617316 SILL RISER-BOX LOW,2-112" 82 1224 BTP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 61745 1745 LOWE NO,VT X 1116"SGL SIDE ADH,TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDUM,3-1/4' 100 6052 48052 ROLLER ADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 AMB BUMPER 25 17320 517320 SILL RISER-BOX HIGH,4' 102 1695 71695 DUST PLUG 26 17333 617333 POCKET P4100K 103 8186 78186X 1"KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P HOOK 14OUNT 105 17344 617344 FDED PANEL CLIP-6"LONG 29 17335 617335 JP-HOOK COVER 106 17352 617352 FDED PANEL RETAINER-9116" 30 17348 617348 POCKETP-HOOK FORBOXRISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 31 17378 617378 1135 CORNER 108 1740 1 71740 HANDLE KIT-RAISED EXrERIOR HANDLE 32 17376 617376 135 FDD MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN ITEMS 40-53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXIERIOR PULL 40 4319 612258 SCREEN SDE RAIL-LOCKSTILE 111 710)34PPSDAX#10 X314"PH.PDI.TEK-S.S. M 7LOCKWGSK SCREEN LOCKSET 112. 1235 67516 WSTP,.270 X.170-FN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230"FNSEAL 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 910 X 1-1/2" 44 4428 28 SCREEN DOUBLE 14TERLOCK - 115 710)PPT 910 X 1" PRODUCT REVISED 644 as comply with the Florida 45 4317 812256 SCREEN TOP RAIL 118 720X1X 914-20X1"S.S. Building Code NOA-No. '16-0629.06 46 4318 612257 SCREEN BOTTOM RAIL 117 720XI 12X #1440 X 1-112'S.S. 47 e88 7SRAZ STANDARD ROLLER 118 17336 617338 90 DEGREE CORNER RECEIVER Expiration Date 0211712020 48 868 7SRAX STANDARD ROLLER-ST.STL 119 17331 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL By 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL Miami- as roduct Control 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FI)ED PANEL RETAINER,71V 51 1692 -61692 SCREEN SPLINE-.185' 52 1694 61694 SCREEN SPLINE-.15D' 53 61816020 SCREEN CLOTH :.,' . „'= i 54 1725 112"X4"X1/18"SET.BLOCK,NEOPRENE 85+/-6 55 172B 1"X4'X1/16'SET.BLOCK,NEOPRENE 65+/.5 - II 1070 TEM PARTS LIST "•° "^� �E7_- N.VENICEFL3427(N"0.1600 SERIES 770 ALUM.SGD-LM IMPACT_� J>enc a ww°> sew. ' a,.a4s, A LYNN MILLER,RE ! JR 10/10/14 CERT-OFAUTH.92M6 ® gG0.770 MTS 20 >22 PGT0730 R 6 P.E.k 56705 i i t 1.36" 5.069" 8.562" --�{ 1,36" 1-- 0.080" 1.872" 1.211" 1. "505" ,,, -� 1 0.0611.019" J 0.062' 0.081" a0 STOi 2-TRACK HEAD 10 4-TRACK SILL 0.081" SCREEN (6063-T6 AL) (6063-T6 AL) ILE 6.198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080" � (� 1.045" S� 71 PF i JA r F1 Zi 1„ 5" 1.993" 0.062" 11 --1 11 �riF-FhEg--1 :i L-IN 0.081" O2-TRACK HEAD Wl SCREEN TRACK O9 3-TRACK SILL SCREEN (6003-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB STOP RAIL (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB W/ 7.105" 6.221" - 16 SCREEN TRACK 0.080" . (6063-T6 AL) 1.36" 1.505" � f� 0.875" 1.211" + -j -y 1.36" 1.993" -1. I 0.062" 0.08"" O3 3-TRACK HEAD O2-TRACK SILL Wl SCREEN TRACK 0.081" -a^ (6063-T6 AL) (6063-T6 AL) SCREEN BOTTOM RAIL (6063-T6 AL) 9.142" 40.081" .49" �( 0.080" 1.211" 1.505" 7.105" LLLi t 9.141" 0.081" Oq 4-TRACK HEAD O7 2-TRACK SILL 6063-T6 PRODUCT REVISED ( AL (6063-T6 AL)) as complying with She Florida Building Code { NOA-No. 16-0629.06 1 -1- �1 -- 0.060" Expiration Date 02/17/2020 ---"-1 1.514" LII 0.062" n By 0.532" 0.760' Miam" ade duct Control 1.260" y 0.060" 1.516" 1.990 FRAME HEADIJAMB SCREEN FRAME SILL SCREEN - FRAME SILL SCREEN OO ADD-ON 12 ADD-0N 13 END ADD-ON 15 3-TRACK JAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.1/10 SMS *• i7'` OR 3116"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) 6 ,g(6 RawdBY• Oab. Ravtahis G°°°Ca*c f::��_:.�, • ; 1070 TECHNOLOGYORIVE EXTRUSIONS 'c_c;_��::;-..•,..:. Rewe6X eab: RaMaMs N.VENICE;Yo-G5 �'':. Rammer Baa Rea. (94¢490'160U SERIES 770 ALUM.SGD-LM IMPACT ssuvnne"e aax an..� m 22 uaeaaIIGTO130- a r. A LYNN MILLER,RE JR . pa ate: tee.ctm: CERT. ® SG11T70 NTS 21 B P.E.#55705 R 10/10/14 ' I 2.304"0.83 0.718' +�I ' I �{ 3.802' 1 1 0.752" 3.802" �{ I-i 0.885" 0.574" 0.796" 1.163"� 0.062" " J 0.062" 0.264" ��III 0.080" 0.233" 0.075" 0.062 FRAME SILL P-HOOK MOUNTING P-HOOK SCREW g » - 2s P-HOOK zs 2s so P-HOOK FOR BOX RISER COVER OTRACK O OADAPTOR OCOVER 0.080" 6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4., .155" :2.30 1.488" 1.739" 0.080" 0 1.303" 0.830" 0 .133" 1.600 0.062".080" 1.870" 1.888" .016" 1.974" -� 0.325° 2.44" . 4.- 3.125" 0.062" INTERLOCK INTERLOCK 31 135"CORNER 32 135"FIXED MOUNT s0 STANDARD STILE st HEAVY DUTY STILE s2 ss (6063-T6 AL) (6053-76 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063-76 AL) (6063-T6 AL) 3.979" 3.979" 4.125" 111k[ 1.050" 1.050" 1.050' 0 0 1- 0.075" 0.075" 1.645" 0.062" 1.04" 1.645" { .i:t 289" -611" .485" �- 1 045" Imo- 3.25" 045" �.- 045" -- 0.125"" 0.281" GLAZING 7116"GLAZING 9/16"GLAZING s7 STANDARD ASTRAGAL ss HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL 7s so 61 (6063-T6 AL) (6063-T6 AL) BEAD( BEAD,FIXED BEAD (6063-T6 AL) (6063-T66 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) . 1.003" 4" 5.621" PRODUCT REVISED as complyIng with the Florida 0.757" 0.080 Building Code 16-0629.06 0.050" NOA-No. FIXED Expiration Date 02/17/2020 2.893" 0.133" 105 PANEL CLIP 0.709" 1.498" n 1.498" Dy (6063-T6 AL) Miami a - roduet Con of i 0.080" .550" } 0.863 4" 0.709" 143 FIXED PANEL ORETAINER,7/B" -i 2.826" 120(60INSIDECORNERASTRAGAL 0.080" -+II } (6063-T6 AL) tts 90°OUTSIDE CORNER ASTRAGAL (8063-T6 AL) FIXED PAN EL 118 90"CORNER RECEIVER (6063-T6 AL) ('096 BETA NNER.9/16" (6063-TEAL) (6063-T6 AL) 6 (b i R-d6y, DOL FevGtms DemGS� :•.• I r 10707>cRNOLooy,,va EXTRUSIONS <'.,::c .•';.C''` N.VEN=FL 34275 m. I Fere 6y. �,,; FMep*"a 1641}480.1600 SERIES 770 ALUM.SGD-W IMPACT .::,',- "�� dx axmme an,.e D'01A'v^"• rsa" A LYNN MILLER RE, JR 90/10/14 CERT.OFAUT1L p26266 ® SGL1770 NTS m 22 PGT0130 B P.E.#587 {