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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 '. it �.4'ta�Y�A�� I .5. •'� J Kt % 3 b�.- .. !...£a 4' .• t; ' .. • 4. ♦ ! i=.`f' �7 t�,, rt BCIS Home Lo In User Registration Hot To la SubmitSurcharge a Stats&Facts i Publications ', FBC Staff BCIS Site Ma Links i Search 3 I�i��tJC�:'i::(�(��'tt� i 9 4 9 P r9 P Busines Professitlrni-c Product Approval ' I -""�'..USER:Public User t Regulation nuffl _Product Approval Menu>Product or Application Search>Application List>Application Detail L � QVi Application Type Revision Code Version 20•4 Application Status r d *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 rnd stttie5 Address/Phone/Email 1070–flechrrology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 _ jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category i down Subcategory mg ung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2015 Date Validated 09/18/2015 Date Pending FBC Approval Date Approved 09/18/2015 http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 12/28/2015 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 239.1 ISH-200.(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL23�.R22.C CAC 15-0528.2a,p i�f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL2.39 R22 11 15-0528.22.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: 239.2 1SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R2.2 C CAC 15-0612.120.1)df 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 R22 Il 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: 239.3SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.07.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 11 15-0519.07.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4SH�700j(�Large MTs1k1eT11 Fp&a) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R22 C CAC 15-0519.08.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A nsYatiation I stru on Other:Please see Miami-Dade County Notice of Acceptance(NOA)for RT product performance information,anchorage details,and anchor type, Frf1i d B7!'f7ff iP6ade 9CCe -CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.02 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 Il 15-0609.02 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 Created by Independent Third Party: 239.6 ISH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.03 SM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 IL 15-0609.03 SM.odf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R22 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 FL239 R22 II 15-0612.11 LMI.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: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.10 SMI.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 FL239 R22 11 15-0612.10 SMI.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: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.06b.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAE... 12/28/2015 Fldrida 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 R22 It 15-0519 06b 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: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R22 C CAC 15-0519.05.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 R22 It 15-0519.05.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovright 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: Sl`C111'1tl'A4 C:'t'6it C'5' l http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAE... 12/28/2015 MIAMt•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) www.miamidadtQov/economy PGT Industries 1070 Teehnology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hur . I- one- DESCRIPTION:Series" II-700"Aluertinunt Single3ug nc ow T�. .I. APPROVAL DOCUMENT:Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: L rge and _ma itaset Resistan . LABELING: Each unit shall bear a permanent la el with he 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 he 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 and renews NOA#11-1013.14 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. NOA No.15-0519.08 C-DADECONo Expiration Date: arc=3 021 1 Approvalate: d r y 09 201 Page I J PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-10.18.01 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 B dated 05/12/15,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,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 Report No. FTL-4957,dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. 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 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin flame, 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 sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06) 3. 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 fm frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 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 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 NOA No. 05-1018.01) Manuel ffe ,P.E. Product Contr Ex finer NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF,ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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 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. (Submitted ander NOA No.05-1018.01) 6. 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 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 flame,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) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h Edition(2014),dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. ('dazing 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. 14-0423:17 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 "Kuraray Butacite0 PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16. Manue ere P.E. Product Conti of Exa liner NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-2 i � I . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 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. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, 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) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and expiring on 03/26/16. Manuel x P.E. Product Contr 1 Exa finer NOA No. 19.08 Expiration Date: Marcli 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A�.W.16:,LAMI-.CON!CONSISTING '178 `XNN ' E 11"W09OWS LLTACITE--l�.VBi(,BAV.00,W,Y-A6iCEflICA,IN 7 .ITO E I' E EASTMAN gS,��F �M MENTE1 VER�(BYEA AMI ANNEALED GLASS AND(IYLITE-OF-M-'HEATSTRENGTHENED GLASS WITH A .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.Sf16"LAMI CONSISTING Of(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A ,090'KURARAY SLITACITE PV8(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER.(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3116-ANNEALED GLASS WITH A 090'KURARAY BUTACITE PV8(BY KURARAY AMERICA,INC.) OR.090"SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7116"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A .09W KURARAY BUITACITE0PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP A F.7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.0917 KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX!PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2E G.13116"LAMI 10;(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 GENERAL NOTES... GLAZING DETAILS.,..........�:2 .090-KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX TPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRE 3 H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAM]CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE'§VB(BY KURARAYAMERICA,INC.) VERT.SECTIONS........_...5 OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 1.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5116"LAM)CONSITING OF(2)LITES OF 118-HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090"KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR.090'SAF C8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.1at16'LAMI IG:(1)LITE OF 1/81'TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LUES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL.............7 .090"KURARAY BUTACITE'PV6-(BY-KURARAY AMERICA,INC.)OR.090"SAFLEX T-VB INTERLAYER(By EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/191 LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEePVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAMI IG:(1)LITE OF 116"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFUEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13116"LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5118'LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A .09D"KURARAY BUTACITEOPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'V8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(1/1,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 WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. ODUCT REWSED S.SHUTTERS ARE NOT REQUIRED. PR-nplying wm the Florida 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Building"P nation D. 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4047,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. Ti� A ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH101. It fj"" 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ........... HURRICANE ZONE(HVHZ). 0 - 0- - se 11 V\ A 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(C-L)ARE ALLOWED. 14,5005 cv, r Qj z n 0, A LYNh M Ll� �6MEDMO�M(2.014)IBO UPDATE pp GENERAL NOTES HNOLOGY DRIVE la'07111 'D 12010 FBC UPDATE mVENIMFI.34276 W. ALUM.SINGLE HUNG WINDOW,IMPACT 891 1529 0K0WS.FL3W4 J.R. Wool c AcHmoEDr4pc;LAssTypEToTEmpEawFRomtis Vw*Better I R,P.E. I J.J. 1,2 4040-20 E FL REN 58705 F.Iwc' '1/1105 ' j23V7 P.O. I-NTS I-, 111 FLANGE OR INTEGRAL FIN WINDOWS Wt HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH- GLASS TYPE 63" r66- 68' 70" 72" 7*1 7V .MEETING RAIL III 48" A,B,M +80.0 -80.0 +00.0 -80,0 +80.0 -80.0 +80.0 -mo +80.0 -80.0 +80.0 .80.0 +Ko -80.0 HT. 60" A,B,M +,300 -80.0 +80.0 .80.0 +79.0 -79.0 +80.0 -80,0 +80.0 .80.0 +80,0 .800 +80.0 -80.0 +80,0 S H 62" A,B,M +80.0 -80.0 +80.0 -110.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 I +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 T 63 118" A,B,M - +78.2 -78.2 +76.9 -76.9 +75.4 -75.4.-774-0 -74.0 J-UPT05311V C,D,E,F,G,H,I,J,K,L +eo.o -80.0 +60.0 -Bao +80,0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 .80.0 ITAN Ao TABLE 2. - EIORTINT,�GRAAE -W, ,W R 41NIN Cif EYASEDIONIfiLAN,GGt WINL3Q3f1IK-TID41 AME`DIMENSIONV� V&1DO%HE1GHT WIDTH _GLASS TYPE 38318" AV' imow- 72" 74' 76.1 HT. MEETING RAIL +so.o -eo.o +ao.0 -80.4; -80.Q +70.0 -70.0 e7ql rSnqo WOnG EM0 +70.0 -70,01+70.0 -70.0 - 7f +Ko -80.0 +80.0 0. "!07-99 --79.9 +70,0 -70'0 +70.0 -70.01+70.01 -70.0 IX. STH Lo 62" A,B,M +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70�60 +68.8 -68.8 1+67.61 -67. 6 63 11r, A,B,M +80.0 -80.0 +80.0 �-:"Goo,.o0o' +78.o'." -80.0 +75.0 -75,0 +68.0 -�6&0 +66-7 -65,7 1+65.51 -65. 3118. IS' C,DE,F,G,H,I,j K 1 _70.0 + 0 -70.0 1+70.01 -70.' _80 0 +80 0 UP TO 53 118W +80.0 -80.0 +80.0 -80.0 +80�O -80.0 +70�O -70.0 70 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W1 SASH=76"FLANGED AND 76"INTEGRAL FIN) MINUS , WIDTH GLASS TYPE 17118" 1 2211116" 1 28 3116" 1 33 314" 1 39 6116" 44:14413116" 66 1611 WSASH 60 318" HT. 6311 +80.0 1 -80.0 1+80.0 1 -80.0 1+moj-80.0 1+80.0 1 -60.0 1 '0 +70.0 1 -70.p HT. MEETING RAIL TABLEH 4T - 1/811 .090,1/8!-HS) F-TL--4647.4-6-48 C,5/19-LAM] (I/8"HS-090,1/8'HS) FTL-4647.4640 D.716"LAMI (3/16'A..090.31167A) FTL-4645,4885 E.7/16"LAMI-(3116-A,.090,3116-HS) FTL-4645 PRODUCrRPVISED as ca2'Plying with th.Florida F.7/19-LAM]-(3/16"HS,.090,3/16"HS) PTL-4645 131didingeod. G.13116"LAMI IG-1/8"T.AIR SPACE,5116"LAMI-(10A,.090,118"A) FTL4646,4723 Asctpin"No 1511) D pg i H.113/16PLAMI IG-1/8"T,AIR SPACE,5116"LAMI-(1/X-k090,1/8-HS) FTL-4646 BY 1. 13116"LAM]IG-118"T,AIR SPACE,5116-LAMI-(118'HS,.090.1/8--Hs) FTL-4646 Mi DadeProduci nt,I J.13/18"LAMI IG-118"T,AIR SPACE,7116"LAMI-(3/16"A,.090.3/16"A) FTL-4649,4650 K.13116"LAMI IG-1/8"T.AIR SPACE,71161 LAMI-(3/16-A,.090,3116"HS) FTL4649,4650,4958 L.13116"LAMI IG-118"T,AIR SPACE,7116"LAMI-(311 WHS,.090,3/1 SPHS) FTL4649,4650 M.13116'LAM]IG-1 IWA,AIR SPACE,5/16"LAMI-(1/8"A.,090,1/6"A) FTL-5063 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED, 68705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP-TO-TfP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY T-OF P or STA L.M. �511121(15 E ADD SASH GLASS OPTIONS FOR CUSTOM VIE DESIGN PRESSURES •0 -.r 1070 TO DRIVE ...... .... ly LO' laV;1/11 'D N0CHMGESTH1SSif- W VE *J.J.nn, ' - NI.CFLU ALUM.SINGLE HUNG WINDOW,IMPACTIt J.R. 001/fl C CHANGED CAP CLASS TYPE TO 7EMPEREDFROMNS P.O.BOX 1529 MT- A.LYNN R,P.E. * F.Dr. 1-w ow. NOKOMIS.FL 34274 Vt5lbly Better 5tHP700 TS 3 a 11 404&20 FL P.E.#68705 K 91905 J.J. 112&D7 2,784" NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS,(1)6-FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED INSIDE INSIDE MAX,VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 9,10,11,15,16 31 -- ---------- - --------a c; MAX, 2.710" FIXED LITE DAYLIGHT 26 OPENING I OUTSIDE 25 MAX,FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A IW-Ed-R,61—FIN(ljF.ffF;XM—ESEft5t4i3 INSIDE 23 (OUTSIDE 47 50 MAX. HEIGHT 21 2. 46 HIGH OUTSIDE S Z' 0 W SILL I MAX. VENT 49 48 DAYLIGHT HIGH H 8 1 L LOW SILL HEAD JAMB OUTSIDE OPENING 68 I.F.FRAME PRODUCT REVISED 28 fth 53 OUTSIDE "as romplyj.&,� the Florida '41dmg 6 ej 6 ay 53 Mab Dade Product Conk 2.946" 2.330' (HIGHSILL) 63 52 (LOW SILL) SEE NOTE ABOVE 54 64 67 3 30 LTRALIFT ULTRALIFT 12 ONLY69 No.58,105 12 SECTION C-C ONLY SECTION B-B RADIUS TOP ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) A 'g (LOW SILL SHOWN) 7igri 5 J*�1117 R�w o— Q STATE OF L.M. 5112116 E NO CHANGES THIS S SECTIONS 75;0F Zw 1070 TECHNOLOGY DRI J.J. IOM7111 0 NO CHANGES T/HS SHEET N.VENICE,FL 34275 a-dar. �- R.W— ALUM,SINGLE HUNG WINDOW,IMPACT Jf 0410111f C NO CH4NOUS THIS SHEET P'O.aqx 1529 nrryrnA.LMIMIEUN,P.E. Br mw NOKOMIS,FL 34274 Better FK. 911105 J.J. 22"7 17 4040.20 E FL P.E.#58705 ITEM DWG# DESCRIPTION PGT# ITEM DW6# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SELL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADH ESNE 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 LAW 62BV1510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.126 LONG 612244 69 1 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 ISILICONE,DOW 899,995 OR EQUIV, 10 1080 BALANCE COVER,316"OR 518" 6BALCVR916 80 A GLASS,5/16"LAMI,(118"A.090 PVB,1/8°A) 11 #8 X.750 PH.PN,SMS 7834M 81 B.GLASS,5/16"LAMI, 118'A.090 PV3,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI, 1/B"HS,.090 PVBJ/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7116"LAM',(1/8"A.090 PV8,118"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78XIFPAX 84 E.GLASS,7/16"LAM, 118"A.090PVB,118"HS) 16 1080-1 BALANCE COVER,11116" 6BALCVR670 85 F.GLASS,7116"LAMI,(1/8"HS,.090 PVB,1/6'HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13f16"LAMI IG;1/6"t AIR SPACE,5116"LAMI,(1/8"A.090 PVB,118"A) 18 40294 SASH BRACKET 7ULBRKT 67 H.GLASS,13116"LAMI IG;1/8'T,AJR SPACE,5116"LAMI,(110"A.090 PVB,1/8"HS) 19 #8-32 X 112"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/16"LAMI IG;107,AIR SPACE,5116"LAMI,(lt8'"HS,.090 PVB,lf8'HS) a 21 40540 FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAM!IG;118"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"A) 23 40060 SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;11/87,AIR SPACE,7116'LAMI,(3116"A.090 PVB,3fl6"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;118"T,AIR SPACE,7116"LAMI,(3/16"HS,.090 PVB,3/16'HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAMI IG;1/8'A AIR SPACE,5/16"LAMI, 1/8"A.090 PVB,118"A) 27 1016 148 X.625 PH,FL.SMS 7858 -2.878--- 28 4007 1 SASH BOTTOM RAIL(LOW SILL) 612230 2 764 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32"X 25/84"'X1" 71622K n 1130 3,05 36 1052 LAMI IGSETTING BLOCK S'X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 1 40398 GLAZING BEAD,5116 LAM.GLASS. 640398 FRAME, I.F.HEAD 42 4044B GLAZING BEAD,5116 LAMI W/GRILL KIT 644703 47 #4071A,6063-T6 44 4222A GLAZING BEAD,7/16"LAM( 64222 FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7116"LAMI W/GRILL KIT 6985 4a #4072A,6083 T6 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 47 4071A FRAME,I.F.HEAD 64071 2.908 PRoDucr REVISED m cmapsyi.s with the Flodda 48 4072A FRAME,I.F.LOW SILL 64072 2 374 Rnitd(ng Code o51q.o ptnnca No I 49 4073A FRAME,I.F.HIGH SILL 64073 Acco ?;piratlon Dasa 50 4074B FRAME,I.F.JAMB 64074 52 4009 SILL LATCH(EGRESS)(LOWSiLL) 764009 .062 NOM 8y Miargi oda Pcoduci Co 53 1088 SPRING,SILL LATCH(EGRESS 7SPRNG THICKNESS 4, 7i 54 2740 SILL LATCH EGRESS 2. 1 (EGRESS) SILL) 6274Q 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM t t t 4 t t I t 1 56 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS t. 57 1631 SCREEN CORNERKEYW/OUT RINGS 71631 ......... 58 1073 ISCREEN SPRING 7CASP = ,. �tCLNS� •.F� 59 1 1624 ISCREEN SPLINE-.135 DIA FOAM 61624Kt 50 FRAME, I.F.JAMB %tryc _ N0.63705 FRAME,I.F,HIGH SILL #40748,6053-T6 : 49 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) 7 �5 L Br O osto: rsaq,u: o�pnn: '. :;lA///TE OF L.M. 5(12115 E NO CHANGES TH/S SHEET LIST RM4— 1070 TECHNOLOGY DRIVE PARTS f��C`�' -OR101'`,. J.J. l&V7lfl DNO CHANCES THIS SHEET N.VENICE,FL 34275 *� �i�J1S/0NAL J.R. 04101111 C CHANGED OAP OLASSTYPE TOTEMPERED FROM HS P.O.8Ox1520 �..i� ALUM.SINGLE HUNG WINDOW,IMPACT f1,I�I ,<< ar NOKOMIS,FL34274 Ytri6fyBetter sv.aN.e �" `""" °i"`""" n.r A.LYNfv DILL&R,P.E. F.IG 911105 J.J. 223/07 311700 NTS 8 -11 4040-20 E FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 n I.F.FRAME 2 2.784 '062- 1.363 2.830 2,330 062 6 or 50 FLANGE FRAME HEAD #4002A,6063-T6 I 1.749FLANGE FRAME SILL (Low) WELD — — -— #4003C.6063-T6 ALONG SEALANT OR GASKET BOSS(2) AT HEAD AND SILL 121.710 F-1.513--j 738 --g=�062 il==��I .062— ==J90 VIEW D-D VIEW E-E 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 050 #4004,6063-T5 i (USED AS RADIUS TOP HEAD) .678 1.342 2,326 1.096 -T -1�qu 11 [--2.279 .05272 .349 GLAZING BEAD,5/16" V19-1 _ I a #4039B„6063 75 .062 155 1.707 1.979 .062— SASH SIDE RAIL 062 0 #4008,6063-T5 21 FIXED MEETING RAIL 2g SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 678 #4054A,6063HD-T6,& #4006C,6063HS-T6 #4007,6063-T5 050 '050 &-- 1.0 ,'- f PRODUCT REVISED yh GLAZING BEAD,5/16” aus.wildminpg'c5dewilh the Fwd& 78 N."15 —2.326-1 #40448,6063-T5 AMpta— �-D EX log .062 Br GLAZING BEAD 7/16" 4946 #4222,6063-T5 I 1.096 (USED W1 GRILL KM 3.446 1 .052— 2.638 .683 :iL.050 1.097 678L YN'V 41, Il 46 GLAZING BEAD,13/16'-IG . ...... #4067,6053-T5 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16" No.58705 #4050A,6063-TB @) #4051A,6063-T5 #985C,6063-T5 (USED W/GRILL KIT) G4� �7'j415 limRMMt mow ST TE Or lid E W CHANGES THIS SHEET L.M. 5112115 EXMUSIONS&FRAME CORNER DETAIL �'4ORtDP' 1070 TECHNOLOGY DRIV ........... J.J. 1010711 f D NO CHANGES T1*S SHEET N.VENICE.FL 34275 IN " '/;/'IONAI le� ALUM.SINGLE HUNG WINDOW,IMPACT J.P. 0410 f1f 1 —0 NO CHAI NGES THIS SHEET P.O.BOX im nA.-m—m- — A.'LV�U MILL i R"P.E. vr� —1 — NOKOMIS,FL 34274 vui*Retw 4040-2o J'E F.K. 911105 J.J. 1 SH?w FL P.E.9 58705 ANCHOR QUANTITIES FOR 1111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT a 1.ANCHOR TYPES: 1-114"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 1 40.60346503,6 0�9_03 58.603 JAff�.603 �jr 76.000 :03 3-#12 SCREWS ANCHOR TYPE: C.) u ')70 0 0 C3 0 0 a C,0 00 2.ANCHOR LOCATIONS ARE BASED ON THE Z-Z o Z ZC40 Z zmc z z z z z z WINDOW GLASS cq 0. '4 cli z z co cl m c'j - cq o ocqo 0 0 o o or 0 0 TO 0 0 Iro 0 0 cq 0 0 0 FOLLOWIING DIMENSIONS. 0 0 �: 0 0 0 0 0 0 0 0 0 L) HEAD-16 1/2"MAX.FROM TOP CORNERS WIDTH I TYPE 3: JAMBS-171/2"MAX,FROM TOP CORNERS C, G, 1 15-1 MAX.FROM BOTTOM CORNERS 2 1 2'12 1 212 21 -21*i 1'2 2 2 212. - '12 il"' 212' 313 s"MAX.BELOW MTG.RAIL 1 112 11 Ij 2 2-12 1 11212121 21' 1 1 1 211 12 21 1 19A25 H,I,J,K.L 2 '21 2 21 1 '12121 13 1 SILL-ANCHORS NOT REQUIRED 1 1 1 1 1 1 1 1 1.. 1 .. _jZ' -I*i -'['3 212'if 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR ABM 2 il 2 21`2 2 21 i'2*1'il'2'1 2 212 2 2 2 2 2 2 2 2 2 ii- I I'l,'11"i 112-111 IT I'i 2i 1121 F-l if QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, I NOTE 2. 112 1[ ' '1- * I i * 12 112 *I ' -'I i --I- _I� 2J2 2.1� 2 2.. '1- --I - .-I -131-2 Ii I 1 1 2 1 1 2 2 1 2 2 2 2 - 1 2'2 2 2_213 2 2 2 2 2 9 3 3 3 2 2 3 3 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS *I" - �Z'fri 13 1 3 2 1 2 3 1 3 ARE I"LESS. 112 111 1121112 112 112- 212 li 1-2 212'2[i 212 212 2122 2 3 i12 2- 2 2 21 1' 2 C,D,E,F,G, I I I 1 1 1 1 1 1- 1_ .11_ 1. 1 1 1 2 1 1 2 5.DESIGN PRESSURE LIMITATIONS: -1 "1 13 [41 �HJAK,L 1121112 2F2 I I i jI 213 213.212 213 2 f i 212 2 3 3 3 212 3 3 A[Jpj'��ij� 3 4 31 1�1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 - 1 1 1 1 1 1 1 1 1 1"1 1111 ' BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 2 2 3, 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE oil� 212 2'13 112 2 3 il 6 1 ' 213 2131 '12 3 3 2 3['3 -1 r-4 t3TZ,pi 14 jLj�L C,D,E,F,G, 1 1 2 2 1 2 1 ..1. 2.1 .2 2'-r-7 1 2 MAXIMUM DESIGN 2 PRESSURE FOR THE 1111RESPECTIVE SIZE H.1,J,K,L 2121-fl2 2'1.2]213.1-1-i 2'[3- 21.3 2 2 23 2Lng�,7323232334233334 1 1* 13 4 il 5_ 3 2 37,000 3 �v I 1 1. 1 2 1 1 2 2 2 2 1 1 2 1 2 AND GLASS TYPE IS 'm 2 112 212 21*3"11 -2'13'1 212 213 - 325" 313 414 AVAILABLE, I - - . . -IM, III �314 3 313jiJ4 , N1 , 12 213 "21 a K 212, 3 3 4 "galRimak 1211 13 PSF 79 1 C,D,E,F,G, 2 1+2 2 2 . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40M0 2 F2 2 2 2 2[3 2 21 4 33423-I. 1 31-4 3151*313-1 31 4 416 313 H,I,J,K,L 2 2 2±22fi 2 1-3 2"12 3 213 213' 21'3 2141213 31 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 .2 21212 2 2 2 I�_ �12 4 3 6 31*31314 5 ABM -2 F2 2-2 'i 3 il-3flil-2_2j 31*il 3'2f3[2j i 2['4' 2 3 3 3 4 31 1" 1' 41 4r4 PSF 79 1 TABLE KEY: C,D,E,F,G 2 2 2 2 1 2 1 2 2 2 2 2 2 2 1_2 1_2 2 2 M.PSF 2 2 2_I"i 21 31'212*'121*3 'I- 212313 �[4_ �ji 21l'i �23 -"1'- 314 44.000 H,I,J,K,L 12, i f -3 3 Id 2 3 1 i I J, 3f 5 31i 314 4 5 4 (DP LIMITED) 118 PRODUCTFLEVISED B'M 2 2. 2 2 1 2 1 2 2 2 2 2 2 2 2 1 2 2 2 1 2 1 2 2 2 2 ns complying with the Florida Buudingcede 2T_'2 4 4'15",3 1'4 '4 15' HEAD 2 A 2 12 212 4 5"131,31'31 ij'�1�1213 213 �1�.ifi �j 2 _�i 31i 3 3 3 4 _�__j 412131 13 1 412L 3j JAMB ABOVE 2 3 �,P PSF 79 79 MTG.RAL _'o 2 2 3 2 2 312 C,D,E,F,G, 2 2 2 2 2 2 2 1 2 2 2 1.2 1 .2 2 2 2 2 ... .... .. ..... �I JAMB BEI )w Br H.1,J,K,L 3 3 1-3 4' 213 314 31'4"2'113' 314 3 1'5' 313 34363 13' 416 48.00D _iF2 212 272 1'213' 2121213 31412"1 " �j4 6 16 Mfg-RAIL 2 2 2 2 2.12 2 2 2 2 231. 2 2 2 2 2 2 2 3 2 2 3 2 _2 A,B,M ,2 F2 212 2 F2 2 1'3 2*12 _2.1*3 il.4 213 313- 3'1412'1 314 31 213.ij4 'il 5 313 314 il 5 313 4 16 416-314 516 (FULL DP) PSF 72 79 79 HEAD 2 '111� .. ........ 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAM ABOVE 2f2l �GEN C,D,E,F,G, 2 2 2 WG.RAIL 53.125 �1*i_2T2_2N3 211213 _31-4 if 3 i14 314 2-13*'314* 3"'[4'* 3'13 '3'-14-1'3 1-5 111 414 4_1'�'314 4'1'E No. yr 58705 22 2 6 3 1 4 6 L 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 .3 2 3 JAMBSELOW1 m: AB,M MTG.RAIL -2 F2 723 2-12 213_2L4 13,'3'14,'3-1'4'213.'3-1 41314 i% 413'16-313.414 415 3'1'3-'415 416 L3 L4 4A z E_ F litl L.M.* A 6112115E CHANGES THIS SHEET 1010 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/1 WINDOWS luvow. J.J. 1"7111 D NO CHMGES THIS SHEET H.VEN(CE.FL34276 • mw -�W_ ALUM.SINGLE HUNG WINDOW,IMPACT I"YOIqAl-1� P lf&MILW�" JR. 04101111 0 NO CHANGES 7H/$SHEET P.O.BOX ing A.LY P.E. W. - �vy 0- NOKOMIS,FL 34274 8 E F.K. �7=M J.J. Z=7 SH700 NTS FL P.E.#68705, ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: 1 1. ANCHOR TYPES: I-114"ELCO TAPGONS WINDOW HEIGHT 2-114"ELCO SS4 CRETE-FLEX SUBSTRATE-----_ 29.655 1 37.155 44.655 52.155 1 59.655 67.155 74,655 76.000 3-#12 SCREWS ANCHOR TYPE., ,-C) o U 000000000000000000000 'm0c1lz_zq0c'4zzcqOz zq0,z_z!c0 ONO N!0zzc'j0zzc!0Nz ZMOZ-Z 2.ANCHOR LOCATIONS ARE BASED ON THE C4 WINDOW 1 GLASS 0 OcJO 0_ N cao 0- 01 1 00_ N 0 ' _ NO 0- NN 0 0 OI0 FOLLOWING DIMENSIONS: WIDTH I TYPE 0 0 3: U L) U U U U 0 U � (.5 0 � 01 0 yy 0 or HEAD-19112'MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 111JAMBS- NERS 17 10 FRO TOP CORN 15"MAX.FROM BOTTOM COR H.I.I.K.L 19.125 jfj 2Lj�L�� jj��21� �jj j 212 2 i 12-1 i 21.2 212 2121312 -ij-� 3j�_�[i�11 6"MAX.BELOW MTG.RAIL _ SILL-ANCHORS NOT REQUIRED 1-1 IT[11-2,12 i I il 21 i *i N"2*l'i irdil-2 2 2'Fitifi,21,2 i I*i i12 3j2 2j2 3 -il-i 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, I I I NOTE 2. 24.000 H.1,J,K,L 171-1 il f.1 1-1 212 1 1 212 21i 1-2 2T2 -21 i -i 12 '2'1 21312 51i 2 il-H.3 ji-i 1-i i I i i12 212 i12 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 2 A,B,M FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE V LESS. 17, 1* jLl 2 -2 -2 21 2' 1 1 _�2 2 2 1 21-2 31213[2f2l2[3123J2 212 3 PSF 68 77 6. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 11 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 32.000 H,I,J,K,L I I IFI ,ifii � 2 � 2i .1" 1 1111.3]31 3 3ik33 � � .1 3 313 41 i 31 1 3 .41 3 1 312-14 13. BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A jf111l22i 33 22 [ '1MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 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 3 3'[3 3 2--3-1.3 3 -3 i ij.2 -i 4 F 3 212- 1'3' f f 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN 1 2 2 2 2jikili ili 3'1 PRESSURE FOR THE PSF 59 67 79 RESPECTIVE SIZE C,D,E,F,G, I 12 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 i 2 2 1 2 AND GLASS TYPE IS 37.000 H.IAK.L ITI -1 f-i ll 2F22 22 *21'�-2-1 'il'i � [�jii333i3il 1 ] 1 [- f-i i]3-3'1 i 3 4'14 AVAILABLE. - i11 [J'i-ij i T5 i332 3' A,B.M I 1 1 2 1 1 2 1 2 2 ij .2 2 1 2 2 1 2 2 1 2 11-11i I I TF, F2_2212 2 2 2SzLi 2 i 3 13 il 3 11 i[3 313 4ij3,313312.3L3 41 31i,4[i_4J4 _ 1 413 PSF 54 179 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K.L Ill ill ill 2 2 2i2-1 il"i 313 313 2121313 il'j 3 1'31 4j 3 31-3 13'4_1 fl'4l 4 31-3-1413 1 3[3 51_3j 1' 2 2 2 2 2 2 2 2.. 2 2 2 T 1 1 1.11.1".. .1- A,B,M 2 2 2 2 2 2 2 2 2 2 1 1 1 1 Ill 212 il'i _2"11 2 3 31_31ij2j2113 4 3 3Fikli- i 3 4 4.3 3.4 3 4 4 3 3 5 TABLE KEY., PSF 49 79 561 79 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 1 2 2 2.1 2..j 2 2 2 2 2 2 2 2 2 2 2 2 2 2 14 3.1.3 1 4 1 41*4 il.3 4 4L (DP LIMITED) 17 PRODUCT UVISED T Fil-iTl-i F, _2F21- -2 2 313 21 3]3. -313 4 1 .13 41413131�13 4 �� 4 1 a,�c-plyiog,011,the Florida 44.000 H,I,JK,L T j 2 i[41213 1 3 _EL HEAD 3 BuildmgCodo 2 2 2 2 2 2 2 2 2 2 %132ij 2 1 2 1 2 2 2 2 2 2 2 2 2 2 A, pla"MN016.0519.�g A,B,M 1 3 JAWB ABOVE 3 3 Rx ttonPatc I 1 1 1-1 Fl -2 F2 2 12_2T2 313 212�313 314121 1 4'l4j3_lij4l2I 414 3*121 Oki 4;�' 31 i �'4 MWTG.RAJ 13Y PSF 45 74 51 74 79 79 1 JAMB BELOW Mi.'a adeprodilCtouid G,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 1 2 48.000 H,I,J.K,L —1 F1 —1 F1 1El :2_2 2-2 --31-3 2121333433334 111 [4 311 414 4 1'4 13 41-4 -414 413 514 414 i 5 14 MrG.RAIL T22 '1 117 .24 ) ' L A,B,M 2 2 2 2 2 2 2 . 2 2. 2 2 2 2 3 2 3... '2 2 [�2ij�24 3 (FULL DP) ttnnnrrl -,I—,R F, -11-1 -21-2 1 i 2 2—3 F3 ilik1*3 i'lii 313 313kk 2113 41'*41414 1 f 4 4 4 3, 41 HEAD 2 4 PSF 41 167 46 67 76 79 -2 ...... te JAMB ABOVE 2 3 2 1 3 3 2 3 3 2 3 3 2 3 3 2 3 C,D,E,F,G, 2 2 2 2 2 RAIL MTG.3 JTJ� 2 ±4 IW H,I,J,K:L' �';.[�2 - *: No.59705 is 53.125 TFI-1 Fl 1-272��-2if-2 3 3 13 �3 14 313414 4*1� il2l 414 414 il�1�141515 413151*4 5 15 413 14 JAWS BELOW 3 3 A,B,M 2 211 2 2 2 3 2 3 3 2 3 3 2 2 2 3 3 2 3 �_2 2J2 2:-3 F3 313' 313 44 4� 414.313 4kW4 3131 1 j 141514,4 5J4 js _iF 2 5 MTG.RAIL 14 415%14 31 MIN ANCHORA 27�112116 E Iva c THIS SHEET GE SPACING,STANDARD )RION N ��27/1 0 NO CHANGES THIS SHEET 'No. NICE,F04M pwww�- ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1520 1 I�TSTGW_ _,I 1114040 1- A.L"'omla'\'P.E. Br 0bday 0.�, OKOMIS,FIL 34274 Visibly Better _n�U�Tlllf C ADDDPMU,WHEREANCHOROTYISRWTRICrEDBYSIZE. _20 Y R, kow J.J. 2,23107 FL P.E.#58705 _j EXTERIOR INTERIOR NOTES; ALL HEAD AND SILL DETAIL ) TL ) WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-oADE COUNTY r APPROVED IW ELCO TAPCONS OR 114"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-3/4"MIN.EDGE- (SEE NOTE 2&3) CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13/4'. (SEE NOTE 1 3) 2x WOOD BUCK 2,FOR WOOD APPLICATIONS IN MtAMI.DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) V MIN.EDGE 1/4"SS4 CRETE-FLEX, 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE .: 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE -;' :�-,",+ 13/8"MIN.,IIW'TAPCON TOTAL THICKNESS IS LESS THAN 11/2'. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL ix INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 3a. 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOODBUCK— "oul MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, (SEE NOTE 4) -Z/4'I MIN.,114-CRETE-FLEX S.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF ,14"j 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX,M 'T 0114 OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT M 1 AX. SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET $HIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE 1),EjT?N 2 A' DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS ammic-AL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1/4" MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MIN. 1 3/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. IN. 114"MAX.SHIM .ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4"MAX.SHIM M 67.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1-3f4*MIN EDGE 1'MIN.EDGE EDITION. CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL(SEE NOTE 1&3) I RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS)' EXTERIOR_ lx BUCK OPTIONAL WITH SOLID CONCRETE L 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) qDEITKI DETAIL D mmC TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN.EDGE 2-111"EMBEDMENT MAX. SHIM I/C —WOOD FRAME MAX. PRODUCT REVISED —WOOD FRAME --fSHIM as coplying wilh th.Floiida ffiffldingCode 5/81'MIN.EDGE Amplanco N.jl=rml9.08 .1 31"DIA.MIN. Expiraflw Dale E N --f E 0 "=� < I L. j x 2112"NAIL, E MENjT .131"DIA.MIN. 2-1/2"E MEJ AT CORNERS M Dade Produce Co3ho1 x2l/2'NAIL, AND S'OC. AT CORNERS I —WOOD FRAME C. 131"DIA.MIN. ;1/4-j t -TT AND 5*O.C. 1111 5/8'MIN,EDGE M��3 x2 W'NAIL, LYPIA(//////, MAX. AT CORNERSTON......... ....11/1 SHIM AND S"O.C. -2-li2"EMBEDMENT DETAIL F, (HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE L. E CORRECTSUCKNOM REMOVE SE077ON2003.6.4 REF —A r 411 U El TEO 44/ or. GEDETAILS N JJ. 1010711 D NO CHANGES THIS SHEET & ENICE.FL34275 :\1 t6w-jt; F — c; J.R, 04101111 C NO CHANGES THIS SHEET P.O.Box 1529 ALUM.SINGLE HUNG WINDOW,IMPACT ....... -b;�w bwk—aam-y NOKOMIS,FL 34274 Visibly Better R F.K. 911105 J.J. M,23107 SHAV NTS 17 71 40dD 2t) F FL f}• 1t 58705 Search Results for Map Page 1 of 1 a 1�° p ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact 1lCgitRORR" -P NeW'I07 k n. Search Results �� !ed Stales raga NhUZ, MM l KtN 4a �.t&SOal9FE q€' x, F. L114 iNii�; zr' 7q----- S &� '<6737L�CEtY jt17C�iNlAvk Query Date:Mon Dec 21 2015 ¢¢ GKLAafohlA T£NREJSE[ ra aft rr A Latitude:27.2072 f' aAN As r Longitude:-80.1909 ' Mlssrs$ItA6an+a cA}' 3� 1 xuEoacta�N I` 3 ASCE 7-10 Windspeedss uotrts nil (3-sec peak gust in mph*): Norr9kan � � � g Risk Category I:151 Risk Category It:164 Risk Category III-IV:175 as+ca MRI"'10-Year:88 s ( I Cuba MRI"25-Year:109 Maxi o p}v Oaminknn MRI**50-Year.122a sRci,6bc �� _ MRI**100-Year:134 � J �' '„ onduras:.✓` Carebttan aha "£. ASCE 7-05 Windspeed: s� � r ;. -a ,,�.• - 142(3-sec peak gust in mph) uNrcaraqua ASCE 7-93 Windspeed: t1 �a fte �rancsc^sde� a 100(fastest mile in mph) 'Miles per hour "Mean Recurrence Interval Users should consult with local building officials to determine if there are community-specific wind speed requirements that govern. Printyour results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC Endowment Fund•Applied Technology Council•201 Redwood Shores Parkway,Suite 240•Redwood City,California 94065•(650)595-1542 http://windspeed.atcouncil.org/index.php- 12/21/2015 a 1 • x`? os9' h - t G` Google earth leell 2000 meters 600 Florida Building Code Online Page 1 of 2 d � 7 a Al Florida V:pari ens4 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff' BCIS Site Map Links {; Search Busines Prafessirl Product Approval --.USER:Public User Regulation Produrt Approval Menu>Product or Aooiication Search>Application List>Application Detail FL k FL261=R9? Application Type �.�^A`'ff'irmation' Code Version ;':::Z014 {� Application Status fipprovved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer - PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory (Mullions 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 `:!4I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity , v. Yes ei No s N/A FL261 R9 COC FL261 to 2014.cdf http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGt... 12/28/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 06/29/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL# t!fod. , umb`eC or Name Description 261.1 M t_ons far II DO - ad 'odows Aluminum/Vinyl Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261 R9 C CAC 14-1105.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes OS 2 2016 Design Pressure:N/A nstailation Ins.ru. 'on Other:Please see Miami-Dade County Notice of Acceptance(NOA)for ' 1 �' 4. 105.t df product performance information,and mullion clip anchorage details. lie .y:fsliam5'Dad BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Ecl{r', Em Contact Us::1940 North Monroe Street,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: ,ia � eCfasc., sei"US'lt:Mk'TitiM i hap://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGt... 12/28/2015 M IAM 1•DADE TYM01I—DADE COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.eov/cconomy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 ' SCOPE: This NOA is being issued under the applicable rules and regulations goveniing 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(AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of Such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity urricane Zone. DESCRIPTION: Series"PGT"Cgypped Exi,I;ud_d luminunft.tie MullirFti"�LlYIrI. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resisan luminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29111with the latest revision dated 01/29/15, signed, sealed and by Anthony Lyme Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATIN ::Large antiSma Migsile mac Resfstant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless.otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 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 Jaime D, Gascon,P.E. NOA No -. 0 fl MIAMI•DADE COUNTY% �' /Kalmois Gr �� a EP _ ►t aflb► -ate: i ag 2 g .f : '_....--++'" Ap rov-a Date: February 12,2015 2'}i4Es Page I PGT Industries,Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Suhmitted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and 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 previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 51h 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. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5th Edition(2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/1 i,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. aime D. Gasca-,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: I+ebruary 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FT1-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Subiniffed under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE ® Ex MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.................._._....1 # a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS_._.........................1 In"i o ELEVATIONS........................._.......1 oFIGURE I: MULL TO 2X WOOD........................2o a! MULTIPLE [—OPENING 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 IX 8 MASONRY....._.......2 0 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 SEE DETAILS RECTANGU AR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.......................3 SHEETS 2.3 SHAPE MULL TO STEEL STUD_...............3 N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........................_.....3 0] DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS................_...........3. •" ALTERNATATE CLIPS..._._............4 O F IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION.............4 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.126 MULL SPECS_.............6 W // \\ ) 1X2X.375 MULL SPECS..._........_6 INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..._..._7 I 111 1 X 2.75 X.65 MULL SPECS._.._..._B Z SEE DETAILS �Q / / 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........9 m O C, O A THRU G; �__ III _ I A E DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 X.375 TUBE MU 4 X.125 MULL SPECS....11 =) Q � ,�j 1 I --- I"' SHEETS 2-3 \ I 1 III SHEETS ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN T1X4 X.375 MULL J J I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188 X.285 MULL SPECS...12 � J O OPENING 1.25 X 3.25 X.100 MULL SPECS 13 Z Illi m VERT. 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 0 s MULL FOR g LENGTH HOf11ZONTAL 1.25 X 3.94 X.624 MULL SPECS..._15 Z"E MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS.._...._.....16 � Q�° Z SEE DETAIL E, 2 X S X.25 MULL SPECS..._...........17 cn BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT W :r- SHEETS .�-• 1.28 X 2.11 X.125 M MULL SPECS....16 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F- 30'X 3.25 BAY MULL SPECS.........19 Z I- Q o REACTIONS. 45'X 3.25 BAY MULL SPECS.........20 Q O Z zz MULLION B CLIP DIMENSIONS....-21.23 I- Z FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSYAFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES 18 2._.....................24 U) § PRODUCTSMAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......._............25 Cn BE OF ANY TYPE LU Lu MUST BE MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W Z co N / III BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH (� UJ Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a Z OOjJ N mO s0 /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ I%-,of 7 ' HORIZONTAL SHEETS s•3 11 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL LENGTH HGRIzorLra. WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANGULAR/TRAPEZOIDAL'. PRODUCPREVISED m wuyllyIng whh Um Mridr F--OP WIDTH- I--HORIZ.MULL LENGTH-1 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING DundIms OOdc _ MULL I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AarpLmlwNo DS.• 'I LENGTH I"- _ _ _ r� MULLION CAPACITY(LGSM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING OBTAINED IN n STEP 1). Q. i�._r r HPFORT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUEdue(Coniadero!1 OPENINGEsau �' f rJ' HORI2 // i VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. HEG �/ LEN MULL p - Y V L TH ..... 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEEP AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �`'��ON L L LANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?••' UC[Al3F•.11F�. CAPACITY IS MET. OPE M8 D7 NO.58705 71- SINGLE MULLION SINGLE MULLION FOR VERTICALAIULL 7)IF THE MULLION CAPACITY(LBS")OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSFf')FOR THE ' FOR VERT CAL L.TH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-0 VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %C��^'•.;�[QItIDA ••' �� CAPACITY(LBS(FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION SS •..... .„ \� PRODUCT ASSEMBLY. ��7�O/y,�L 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. A.LYNN MItt'9 1,1P.E. FL P.E.#58705 m a� DETAILA: DETAIL B: MULLION ° MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYR ANCHOR d< OR WOOD FRAMING PER SUBSTRATE, �� O WOOD BUCK AND MASONRY ATTAGiMENT �SEESEETABLESIB-166 a! (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SBY OTHERS. EE NOTE 1, N DO SHEET 1. MULLIONI- I I •, ., ..• .. U) i5 rc W Z U)I I I I ° nI I MW 2.7 KSI EDGE d I SEE SHEETS b I CONCRETE OR CMU' J 21-23 FOR HOLE d - 1 1 1 1 DISTANCE, •J W EITFIERTHE 1 I 1 LOCATIONS 1 SEE SEE TABLES _ STANDARD OR e 1 t. I I EDGE DISTANCE IS-788 G ?N U) OFFSET MULL a EDGE 1 e FOR MASONRY CLIPMAYBE I DISTANCE ° ° ANCHORS W Q p S F-• INSTALLED BY I 1j FOR WOOD / 1! m z THISMETHOD. d e SCREWS L260'MULLIONS AXFOR °°d �i1 J SIDE VIEW. Z m U) ° ALL Md° J "1 EITHER THE F d ° ° ° STANDARDO U m d° OFFSET MULL z 7 CLIP MAY BE ° d °a ° e INSTALlEO BY I- ° EXTERIOR d , d a Ez DISTANCEF- Z i-• �-- ° G e Q O MASONRY ° m Q U Z 00 ° THEOFFSETCLIPIS ANCHORS p - Irf' RECOMMENDED FOR J y p9 FIN-FRAMED EXTERIOR ed WINDOWS,BUT MAY ALSO F¢- BE USED FOR OTHER FRAME TYPES. U Z a O O Z �o O TTIP.ANCHOR YP.ANCHOR 9�, R oma PER SUBSTRATEPERSUBSTRATE, , pp TYP.ANCHOR SEE TABLES 1B-16B PERSUBSTRATE, SEE TABLES IO-IBB SEE TABLES IB468 EDGE/END = - DISTANCE BUCKSTRIP ' "_%M 1I AND SEE TABLES T �.H,� :l, pTTgCHMENT EMBEDMENT BUCKSTRIP 16168 I V ;� BY OTHERS, AND EMBEDMEI NT' SEE NOTE 1, AT TACHMEM _ SHEET 1. BY OTHERS, SEE NOTE 1. - •• SHEET 1. MIN 2.7 KSI CONCRETE OR CMU PRODUCTREVISED SIDE VIEW FRONTVIEW ascompggiong ithtuFlorid. FRONT VIEW INSTALLATION NOTES: : Dc eRoduel Z7 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATIONpNY LYNN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE •"LICEN � •''n�7! CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE std,•' SE•.•!F� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. \ No.56705 '•)F= 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. - 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ;��Y ••,<ORIDP„•' ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. ` ALY�Y 1+4�e w .E. FL P.E.It 58705 DETAIL E: n x DETAIL C: —1 Ixc MIN MULLION TO MULLION ® AR - MULLIONDIRECTLYATTACHEDTO INTERSECTION NOTES: n+ULUON (U-CLIP) le ie a MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEE'OR'CROSS' x o (STANDARD CLIP SHOWN) VARIES INTERSECTIONS. *a$ w 2)MAY BE INSTALLED HORIZONTALLY $$ LL (SHOWN)OR VERTICALLY. LO I TYP.ANCHOR N EITHERTHE I I I PER SUBSTRATE, c- 3)SEE U•CLIPDRAWINGS,SHEETS 21-23 m H- STANDARD LL I SEE TABLES 1B-13B FOR CORRESPONDING MULLION. to M W OFFSET MULL I I TOP VIEW ZO CLIP MAY BE I I EDGE DISTANCE MULLION INSTALLED BY FOR THISMETHOD I '! a ANCHORS VARIES i-�1 J W ANCHORS I .I !> tl12 STEELSCREWS, 7 .. _ '( + SELF-GRILLING OR PRE-DRILL In MULLION AND USE SMSW m 0 O M (f \� MULLION F— Zco J EXTERIOR °0 4 ° e g 0 7 EDGE DISTANCE THEOMOFFSETCLIP IS \� Z u '(o• v RECMENDED FOR FOR MASONRY HORS 4 FIN-FRAMED LINTERPSECTION j wwoows,BurnuY a D Z ALSO BE USEO FOR JQ Z 8' a OTHER FRAME TYPES. EXTERIOR TYP.ANCHOR .4 Z Z ¢ N PER SUBSTRATE, 4 Z W SEE TABLES 1B-138 F O O SEE SHEETS 2 0 R f-- gB� TYP.ANCHOR BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONCATIONS g $ $ ' --��;�� ..•3•_- AND SEE TABLES IB-138 FRONT VIEW EDGE W J DI 7ANCE_ J _ BV OTHRST SEE TABLES cn SEE NOTE 1B-13B EM () Z Q > EMBEDMENT - e• d•— Z y 0 SHEET 1. EDGE I � `-�- -` a' •. ,e .• .� e_• DISTANCE � �,'O>.O SEE TABLES ' MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW MIN 2.7 KSI CONCRETE OR—CMU—1D-130 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: r, TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, \ SEE TABLES 18-138 RODUCr REVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �` SEE SHEETS ® a corVlyinglvhhthe Flodda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR uildl4g Cbdc q _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Cttptmlcet�aa LOCATIONS FOLLOWING SHEETS.FOR DETAILS A•D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. D_eIc MULLION ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ��\ — ' ® fiemiDade Product Con!m 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 11111 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DIISS'TANCE \�� Ot1Y LYNN //% ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FORSTEEL STUDS THINNER THAN SEETABLEs ��••""""••d��( FRONT VIEW 16 GAANDCOMPLUINT WITH THE FL BUILDING 18-138 P••'' �10ENSP•,!F�� CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. NO.$870$ '• EXTERIOR USE WOOD SIDE VIEW - NOTES: — 1)FOR 2X WOOD•BACKED STEEL STUDS,WOOD •n.•.�S7 TL 0 ANCHOR VALUES MAY BE USED. �;�� '•:c<ORIDP,..•'•�•�� 2 SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OFSCREWS. A.'L11'NN•'MILL P.E. FL P.E.f158705 0 oN DETAIL F: DETAIL G: DETAIL H: �� FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o iY rc SEE DETAILS A-E, o ; U SHEETS 2 AND 3 FOR INSTALLATION BAAY MULL TO SPECIFIC SUBSTRATES. B 04 MULLION `o m O O ZR� O 0 O O O O O O J W J W O O TOP VIEW g I w o� O SIDE 1/IX4'X.12E' I TOP VIEW I I I j Z Cl) U) MULLION 1 I I 1 f-• J I I I TYP.ANCHOR PERSUaSYREXTERIOR 0b TeR1 � m Lp TYP.ANCHOR eW STANDARD MULLION CLIP 1 I PERSUBSTRATE. I EXTERIOR ,� pyo D rcZ MODIFIED TO FR FIELD I SEE TABLES IB-14Bp 11 I Q z r CONDITIONS. 1 r r I 1 I 2PER MULLION END.MUST 0 Z N r I I I 1 I INSTALLED INSIDE OF BAY MULL. MULLION I 1 p p) yT O gr _j J� o ILL _j _ Of 2'Xs'X.125• F y fn Ij I 1 ANGLECUP, 2 PER MULLION END, �oO('ern O AZUST BE INSTALLED INSIDE OF MULL. O I b ��_TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-148 INTO WOOD, STEEL,ALUM INTO WOOD.STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR AL Uhl.CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR —'® ®� PRODUCT REVISED O EDGED G 0, .Q� �� as complying with the FWda PEE ODIIIII A°"c'pWmL No 5.01 O © INTO WOOD,STEEL Q 1 O , ® ® ALUAI,CMU ORMASONRY p EDGE DISTANCE NI3mi ude Preducl Control PER ANCHOR 1111111111/y/ DlsTEDGE 4 N. $---� @ �SON,......,, PER ANCHOR O NOTES FOR INSTALLATION OPTION G 8 H: `P��,•' 10ENSF''•�F_P'�� NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. T+- No.58705 1 ' x _ 1 DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. "•9:(-c _ 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ,�O'•, �-qTE R 5;••,��\ 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. %��'•.!�<ORIDP.••'G�t � 4� NAL N A.LYNN III LER,P.E. FL P.E.#58705 TABLE IA o ff Mullion Capacity Table lbsel 9�A, Opening Width(for verlicaly-sparvi g mullions)or Opening Height(forhor12nr2alyspaming mullions) mrl..70 01n 601n 701n BO In M In I W In 120 In 140 in 1601n 9 O ular Trop/INeng. Reclwngula Troplalang. Rectangular TepRtlenO. Rectwngumt 4aprrdang. Rectangular Trwprldang. Rxtangula Tntp/rdang. Rectan0ular Tropridang. RectengUar TrepRdang• Ruwtengular TreplTdeng. dK 1%2X.126g Loading Lowing Loafing Lwd ng I.Ndne Loafing losdng Lowing Loafing Lowing Loafing Loafing lnwdin0 Loafing Losd xl load ng Lwdng sZ Alum.TubeF .F �_ gg >� � .F ' ' �' ' F F fg _ ,�_Mullion � � Bk 3 g g !i g,� I q�, I � g� � y� N^ B 5 r9 aYB $ s m z �o 421. 400 129.5 332 93.2 406 115.5 325 78.9 408 107.8 321 69.9 406 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 31B 39.9 408 104.0 319 35.0 408 104.0 319 W481. 312 83.8 256 62.4 312 73-4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 3t2 81.3 244 37.5 312 8t.0 244 312 312 61.0 244 26.8 312 6t.0 244 23.4 312 61.0 244 50.6251. 281 70.8 234 63.2 261 61.5 228 45.6 201 55.7 224 39.8 281 52.1 222 35.6 281 60.1 220 31.8 28t 49.3 219 26.6 261 49.3 219 22.8 281 49.3 218 20.0 201 49.3 219 W C3 O 541. 247 57.5 207 43.9 247 49.8 202 37.6 247 44.6 108 32.0 247 41.5 196 28.2 247 38.4 184 26.3 247 38.4 193 21.8 247 38.1 193 18.8 247 36.1 193 18.4 247 36.1 183 coM60h 200 41.2 17D 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 20D 27.1 159 19.2 2DO 25.8 157 16.0 200 25.0 158 h --1181 35.3 155 27.6 161 30.3 152 23.7 lal 28.9 149 20.7 181 24.5 148 18.4 131 72.8 1M 10.6 151 21.7 143 T653D...6 142 24.0 165 26.1 179 20.6 165 23.1 138 18.0 185 21.0 134 Z72N 120 18.5 179 1B.B 118 15.8 139 17.5 118 � AWu78in 109 15.7 126 18.6 101J761. 17A 101 z 7 Q N O TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: H 2 Z o`o '- AnchorCa acI Table(lbs) ANCHORCAP.,,,,,,,,,, � N� gC3 SubstmW 23KComrN. 3.51Conc. Md-CMU F11WMILI PTW00d Melo! (DP)X( =ANCHORCAP.- +- 916'Elco 1141 SS Eko 5116'Elco 1f4'SS Elco 010 Stael 012 Steel 012 Steel MULLION CAP.,,•,,,,,,E 1L1 X AnchorCllpPattem9 AncharTypo: 3fi6'EkaUlUocon 1/4•EkoUibacan 31I8'EkoUlVacon 1/4'F.koUl6acm Q' W `1 Uluecon Ag9reCata Ullracon Aggrecala screw(OS)screw(O5) screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edge aslant.fm>: I• I 2421 r 2.121 3.118' 1' 2.12' 1' 2-Ur r 3.118' 2• 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN U X Q ?� ACTUAL PRESSURE REQUIREMENT FOR THE Embedment Ml: 1-314' 13/4' 1314' 1314' r 1-114' 1-114' 1-0r4' 1-1141 74 1-1141 6I 1.3/8' 421 aedea Q Z 2 Arwhors d24.75'MIn.O.C./StaMaN a 017M Ip(Fig.It 3901bs WIN 450 IN 890 IN 1644 IN 4135lbs 80Ibs 3541bs 7401bs 3741W BBl ibs 9/6 @s 341 lbs 44216s 660 IN OPENING,WHEN IT IS LOWER OF THE THE MULLION n.= IRIAI 4Atwhtm@1.i5'h1in.O.C./StarMad la Cusco Gip(Fig.2): 4WIN 7001bs WA WA WA 80IN WA NIA WA WA WA 6621bs 80516. 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED �4 Anchors®3•MIn C.C.r(2)215 Angla Cepa I(Fig.31: 180IN 7801bs 680IN 1560111 18981b601bs WA 760Ibs 748IN 890IN 1892W 682 IN W51bs 11201bs MULLION.IT WILL YIELDA MINIMUM ANCHOR 2 Anchm @ 0.4V MUL O.C.I U alp,Into.125-Al-(Fig.47 WA WA WA WA WA WA WA WA WA WA WA WA NIA 7f51bs CAPACITY WHICH MAY BE USED TO QUALIFY I Arwhor/FCOp{Fig.5): 1B5 ks tB51Da 225 ks /451ba ell lQs oo lm 177@s 3701W IBilbs 3321bs 473Ibs 178 lbs 221 Itm 28o lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors®I.IV Mm.O.CI F-Op(Fig.87 240IN 3501bs NIA WAWA 90IN WA WA WA WA WA J4I Iba 4421bs 6BO Ibs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE I: FIGURE2: TABLE NOTES: PR DUCTRHVISBD • • • • as m V41n6%Nft tl*Plodde 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Uuddln}1 Cbdc • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---1 1.000• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.- FIGURE 3: LLOWABLE.FIGURE3: Niemi adc Prn uct Control 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 21-23. 2.000' 11111 I I r I I I I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. LTNN t[I.125' \ifc10 C)N 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 ` 'A FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' z No.58705 •- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2•X.125'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. '• ATEEV, 0 •., S CCS :40RIDP.,••G\��`� /()NAL 0,0' A.LYNUOLL6,P.E. FL P.E.#58705 TABLE 2A Mullion Capacity Table Ibslftz Opening Width(for A9rticallli-sparring muillons)or Opening Helght(forhodzonlally-spanrilg mufllorls) 601n 801n 701n 801n 00 In 100 In 1201n 1401n 1601n y5�L0Z5Br7� O Rectangular Trap'Tri m. ReotangNar TI.Wdang. Racton9ular Trap?danB. ReclengWar TtaprTAarg. Rectangular T'apTdano. Rector& TrapRdarg. Rectangular TrepTAang. Ractargular Trap7daM. Rectangular Trap/Tdono. s a a 1%27[.376 Loading Loading Lording Loading LoadBg Loading Loading Loading Lnadlrg Loading Loading Loading Loading Loading Loading Loading Loading Lona Sx Alum.Tube Mullion a �� g a �� g � N 421n 170.0 820 170.0 435 161.3 662 170.0 -078 129.7 662 170.0 We 113.6 662 169.6 lite 100.9 662 168.0 517 90.8. 662 166.8 617 75.7 662 1889 617 64.9 662 168.9 517 66.7 662 180.9 517 O Ill 481n 121.6 6W 738.0 410 101.4 607 1182 410 86.9 607 109.7 403 16.0 607 10211 399 87.8 507 89.8 397 60.8 507 99.0 3D6 60.7 507 93.0 396 43.4 607 BD.O 396 38.0 507 89.0 396 J W z 50.625 In 103.7 456 1146 379 084 456 99.9 371 74.1 456 90.6 364 64.8 456 64.6 360 57.6 456 81.3 357 51.8 458356 43.2 456 60.0 3% 37.0 456 80.0 356 324 456 60.0 356 $ 0 641n 85.4 400 93.3 336 71.2 4D0 80.9 328 61.0 400 72.7 322 514 400 87.3 318 47.5 400 64.0 315 421 400 623 314 35.8 400 61.8 313 30.5 400 81.8 313 26.7 400 81.8 317 W p O m C3 601n 623 324 66.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 48.8 260 34.6 324 43.9 257 31.1 324 420 255 26.0 324 40.6 253 712 324 40.5 253 19.6 324 40.5 253 � t0 � Grin 63.8 204 67.4 262 448 294 48.2 246 384 299 47.8 241 33.6 294 79.8 237 28.9 204 J7.1 234 26.8 294 35.2 232 224 204 33.6 230 18.2 294 314 230 16.8 294 3J.4 230 J 681n rifle 268 49.6 230 380 268 424 225 33.4 268 37.5 ?21 29.2 268 34.1 218 260 268 31.8 215 23.4 268 29.8 212 186 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 2D9 721n 36.0 226 37.8 196 30.0 225 322 191 25.7 225 28.4 188 225 226 25.8 185 20.0 225 23.5 182 180 225 221 180 15.0 2125 20.3 177 129 226 19.6 176 11.3 226 18.6 176 .E OL2 9 70 In 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 17D 19.2 202 21.6 167 17.0 202 18.7 165 15.3 202 18.4 163 128 202 18.7 160 10.9 202 15.9 158 9.6 202 16.8 158 J 7n 0 O Z 701n 28.3 192 29.8 166 23.6 192 26.1 165 20.2 192 220 162 17.7 192 79.7 169 75.7 MT 782 18.8 165 17.8 182 15.2 152 10.1 192 14.4 150 0.8 192 14.2 160 Q J `r 901n 18.5 144 19.0 128 15.4 144 16.1 126 Z Z N 1z 00 p 961n 15.2 127 15.6 113 ~ g0 os- TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Tn M $ Anchor Colo)act Table Obs) ANCHOR CAP.,,c,,,,, X Subvlrela: 2.71,Conarele 3.5k Conn. Hollow CMU FOled CA1U PT Wood MCMI (D-)X )=ANCHOR CAP_ N (p 5x16'Elco 114•SS EIIo 5/16'Eko 114'SS Eko 810 Steel 612 Stecl #12 Steri MULLION-CAP.,,,,,,,,,. I- AnchorCllpPatteme AwW Type: 3116'Elw Ullnocon 1/4'Eko Ultraon 3118'Elw Ukracon 1/4•Elco Minim AgOreOalor Ul9acon ABBreGalor Saran(G5)Screw(G5) Sctaw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q Q O O Ullrecon Edge Distance 9n}: f• 2-1/2' 1• 2-ur i11a• r 2-112' r 2-7rz• 2 aua• z• o.4e• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN O•d m0 x0 Embedment gN: 1-3'4' 1-3//' 1.3'4' 7314' 2' 1-1/4' 1-714' i-124' 1-114• 1-114' 1414' Y 1318' 13/8' (edea ACTUAL PRESSURE REQUIREMENT FOR THE � a.m� 2Anelwrs®2.75'Min.O.C./S1a�Nor OSset alp(Fig.1Y 3901bs 390160 450lbs 690lbs 16441bs 270 Iba 2801bs 354109 740 Ms 174119 66111. 940 ft 311 roa 442110 56o Ms OPENING,WHENITIS LOWER THAN THE MULLION >a R ,gQ 4 Anchore®1.15'MIn.O.C.!SlendaN(or OBsel)Clip(Fig.2): 48011. 70010. WA WA WA WA 3801bs WA NIA WA WA wA 60211. B851bs 1120100 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchaa®3•MIn.O.C./(2)245 Angle qiw/(Fig.3): 780Iba 70016. B801bs 1560IQs 18981Da 540 IM 560 to WA 71t01hs 748 is 88D IW 1892119 682Ibs 885 Ms 112011. MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 Anch-®0.45'61in.O.C./U.C71p,Wo.125'Alam.(Fb.4Y WA WA WA WA NIA WA WA WA NIA tfW WA WA WA WA 7f51bs CAPACITY WHICH MAY BE USED TO QUALIFY t Anchor/F-0lp(Flg.5): 19511s 195 lb, 225 Ms 445th 82211.. 135 lbs 14011. 177 lbs 3701Ds 197Ibs 3321bs 473165 170lbs nnba 2801b3 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchw,@ 1.15'MN.O.CI FQIp(FIB•8): 240IDs 35011. NIA WA NIA WA 190 lbs NIA NIA WA WA WA 34111. 44211. 580 is ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUGTREWSBD FIGURE 1: FIGURE 2: TABLE NOTES: p�gdw�!Ut g'°f f°ddaf}� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. carpian.M ""' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---1 1.000' r-- BY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. viiatN Fa.yd.P7 act Control _7 FIGURE 3: F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 2.000' 111 III! FO • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I '``�• CENS �F i 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 _ ;- No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' 1'X 2'X.375'MULUON - THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '• ( ��( IS THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18.13S.S.OR 410 S.S. 0 e TATE :�� '•.FCORIOP••^`C,��: ''SS/ONAL E\ A.LYNN MAUL'E'R,P.E. FL P.E.k 58705 TABLE 3A �" ;t I Mullion Ce ec Teble(lbstil2) X = Opening Width(for usNcally-spanning mullions)or Opening Height(for hodzonlelty-Spanning mullions) 601n 80 in 701n 801n 001n 1001. 1201n 140 In 160In O 1%2.76% Reolongulsr Tm"m.g. Raelenguler TmprTdang. Rectangular Tmp[Wg. Recmngular Trep701ang. ReMangOnt Trap7Thang. Recl.low Trap/TrIma. Reclengnar TraprTdang. RedaaWnr Trapfto'nx ReclenBular Tiapnilang• �4Y Leading LaadnB Loafing Loadn9 Loadng Loafing Loafing LOadn9 Loafing Loafing Loafing Loading Loafing Loafing Loafing LpMng Loadrg Loafing .375 Alum. T.I. Fit Mullion �� 11 9 a a T9 9 U& .a �� m p' p yt }�q #p¢ y 1�p�T }t p !�9a 1� {�9@@ }p1 3 � E arc �@ d i a' Z 1`� (!) Q 421n 170.0 820 170.0 435 170.0 7" 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.6 1101 170.0 521 J 46 In 170.0 708 170.0 524 170.0 850 110.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.9 1139 170.0 677 138.6 1138 170.0 880 111.9 1139 170.0 650 97.8 1139 t70.0 660 85.4 1139 170.0 680 ; _ 60.525 In 170.0 747 170.0 563 170.0 896 170.0 631 167.6 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 53.9 1032 170.0 758 73.4 1032 170.0 756 W O$ O 641n 170.0 791 170.0 612 161.3 907 170.0 691 136.2 907 164.7 730 120.9 907 152.5 720 107.6 907 145.0 714 T32.1435 141.1 710 80.6 007 140.0 708 699.1 907 140.0 709 60.5 907 140.0 709 m O F-' M 601n 141.1 735 151.5 625 117.6 735 130.3 fill 100.6 735 116.0 589 88.2 735 106.2 590 76.4 735 99.5 583 95.1 578 58.8 735 91.5 574 50.4 735 91.8 574 44.1 735 91.8 574 1-- 636 =-. N J 63 h 121.9 666 130.0 510 101.6 668 111.5 657 87,0 668 98,8 557 70.2 668 90.1 SM 57.7 We 0.3.9 631 f 526 50.8 666 75.6 521 43.5 666 76.6 521 38.1 068 75.6 521 7 0 w m 661. 106.0 607 112.4522 88.3 607 06.1 511 75.7 607 65.0 601 66.2 607 77.1 493 58.0 607 71.5 486 481 44.2 607 63A 478 37.8 607 62.7 474 33.1 607 62.7 474 Z a sW72 in 81.6 510 63.8 443 66.0 510 73.0 4N 66.3 510 64.3 426 51.0 610 51.9 419 45.4 510 63.3 413 400 34.0 510 46.9 402 29.2 510 44.4 389 26.5 510 44.3 399 7) co 761n 69.4 458 72.5 400 57.8 458 81.7 392 49.6 458 61.1 365 43.4 450 46.8 J7B J8,8 456 44.6 37J age 26.9 458 37.7 382 24.8 458 38.0 350 21.7 450 35.7 358 J J� � rcZ 781n 64.2 435 67.0 381 53.6 435 56.6 373 45.9 435 49.8 J66 40.1 435 44.7 360 35.7 435 40.9 355 351 28.8 435 34.4 344 22.9 435 32.8 341 20.1 435 322 340 Q 9091 41.8 327 {AI 280 34.6 327 36.4 265 29.9 327 31.8 280 26.1 327 28.3 275 232 327 25.7 271 268 17.{ 327 21.0 252 14.8 327 19.3 256 I--Z Lf) Q Q N 961n 34A 2a7 35.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 241 19.1 287 20.9 240 172 287 237 14A 287 18.0 232 ~ XZco o 0 1081n 242 227 21.7 los 20.2 227 20.8 201 17.3 227 18.0 I9815.1 227 18.0 185 U) o [� N 11I In 22.J 216 22.7 184 10.8 52 215 19.1 181 16,8 215 113.6 telt r N (q 120 1n nd3 181 1 17.9 1e7 U X ¢ O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: nn-- Z m(A !n Anchor Ca act Table Ib6 ANCHOR CAP.,-,,,, S m0 SOMW 2.7k Concrete 3.5k C- Hollmv CAU Riled MIL) PTWood we U16' )=ANCHOR CAP.- a 5/16'M. 1/4'SS Eko 5116'Elco 114'SS Eko 810 Ste] 612 Steel 812 Slee) MULLION CAP.,.",,,,,, Anchor Clip Pattems Anchor Type: YIS'Elco Uilraeon 1/4'Em.Ulimcon 3118'ElcoUluacon I.-EkaUlirecan Ulutton Aggrecat« vumcon AggreOat« screw(c5)Soren(G5) scrmv(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge alalance(I.): 1- 2112' 1' 2.1/2' 3.118' 1' 1 2•IR' 1' 2-12' 2- 3-118' T 0.48' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(in): 17/4' 1-334' 1-314' 1.314' 7 I-1//' 1-1R' 1-14' 1-114' 1-114' .1.114' 2- MIb ' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.75'Min.O.C./Standard«Offset Clip(ft.1): 3901bs 390 Its 4501bs 890165 1644@5 270165 2801bs 354 lbs 740IW 3741ba 884165 946165 a Geo lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arwlars�1.15'A11n.O.C./SlsMard(or Oesel)Clip ft.L). 480165 TOOIbs NIA WA WA WA 3601bs NIA WA NIA WA WA a 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arrelara®3'N.O.C.!(2)2z5 Angle pips I(FIO.3): 700165 780165 680165 1580165 1896165 51010s 580165 WA 760 lbs 746165 BBOIos 18921bs te 1120 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arclgrs 0.45'h.Mi6.C.I IJ01p,Into.125'Alum.(Fig.4j: WA WA WA WA WA WA WA WA WA WA NIA WA CAPACITY WHICH MAY BE USED TO QUALIFY 1Andror/FC9p(Fg.57 195165 1951as 225ros 445 itis 872165 1u Itis 140165 1771ba azo lbs 1871M 132 ros 473 ms ts 2BO lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 An..a 1.15'Mln...CJ FLtip(Fig.e): 240165 3501bs WA NM WA WA 190165 WA WA WA WA WA 341 ros 442165 580 ros 'ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCT REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. cdmptylno with Ibo Pbdda uIlding Ondt^^ /y- pOcpOoncnNO E�ta FIGURE 1: FIGURE 2: TABLE NOTES: --' 1.000' �-- 0 0 diarcl add PladOct Control • 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. 11 111 7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��'00 LYNN Aqj l�ii, FIGURE 3: 0� •''� ' 2.750' dCEN3�- •.lF� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. . Q; HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 39' No.50705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -_ ANGLE CLIP MUST BE USED IN PAIRS. _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED375' `-0 FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED P f'Z-c)'S (L/ FIGURE 4: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' S'ATE OF THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '!per •,FCORlO P, LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'%2.75'X.375'MULLION ",i' .. ..•• YC2\: tsSyO . THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,1tFBS.S.OR 410 S.S. A. " 'LYNN1hMLLE ;P.E. FL P.E.#58705 TABLE 4A Mullion Capacity Table Ibs2H2 Opening Width(for verboally-spanrirg mullions)or Opening Height(for horizzoidalyspamirn mullions) �sss^ss�� soln 6010 70 In 8010 Bol. looin I201n 1401n 1601n H 'I O 1 x 2.76 x Raclangular Trap2idarlg. Rectangular TreplTdang. Rectangular Trap77deng. Rectanedar TraplTdang. Rectangular TrepRdnn9• Reelanpdar Trep2ldano. Reclen0uiar Trep/Tda1g. Rectangular TrapfTrlalg. Reclengular Trap/Men9. Ce d LoadnB Loadng Loadng Loadng Load.g Loadng Lmdng Loadne Loadng Laedng Loadng LoadnB Loodrg LaadnO Loadng LoadnB Lowing Loedng .650 Alum, a Tube � -a,. a � •c � � � .-. a � -a � a,. � a,. a.. � a.. '�' �' �' �0 Mullion v O v O O O O O v � v c5G 3 v v v u v v v v v O u v gs m Is 5 s� e5�3 gl �� >s. of 1, :� e&g 0 rt) 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 508 170.0 992 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 1511.7 1620 170.0 52I 138.8 182° 170.0 521 J W 481n 170.0 709 170.0 524 170.0 850 170.0 584 170.0 B92 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 1417 170.0 680 141.7 1417 170.0 880 121.5 1417 170,0 680 100.3 1417 170.0 680 Q.o 50.625 In 170.0 747 170.0 563 170.0 890 170.0 031 170.0 1048 170.0 684 170.0 1185 170.0 723 162.6 1280 170.0 747 146.3 1288 170.0 758 121.8 1288 170.0 758 104.5 1288 170.0 758 91.4 1288 170.0 750 Uj O 641. 170.0 707 170.0 612 170,0 050 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.8 1130 170.0 837 120.6 1130 170.0 650 100.5 1130 170.0 861 6o.1 1130 170,0 661 75,3 1130 170.0 881 ZI � U) 60 in 170.0 885 170.0 701 148.5 915 182.3 781 125.5 015 144.5 748 109.9 915 132.3 735 07.6 915 123.0 728 87.9 015 118.5 720 73.2 915 114.1 715 82.8 915 114.4 715 54.8 815 114.4 715 H '--I J 631n 151.11 830 161.8 710 126.5 630 138.9 694 108.5 030 123.2 681 94.0 630 112.2 870 84.4 830 104.6 662 75.9 630 90.4 658 03.3 830 84.5 649 54.2 830 04.1 649 47.4 a3o 94.1 649 U 6+ Z W z 60 In 132.1 757 140.0 650 110.0 757 119.8 830 84,3 757 105.0 624 82.5 757 96.1 1114 73.4 757 89,1 606 88.0 757 84.2 600 55.0 757 70.0 593 47.2 757 70.2 501 41.3 757 78.2 591 o z 721n 101.7 636 100.8 552 64.e SW 81.0 540 72.7 630 80.1 530 63.8 638 72.2 521 56.5 630 66.5 514 50.0 038 62,3 508 42.1 830 57.2 500 38.3 630 55.3 487 31.11 636 55.2 !97 7810 60.5 571 00.4 /90 72.1 57t 76.6 468 8. 571 07.4 ITB 54.1 571 80.0 471 48.0 571 55.5 484 43.2 ----F51.11 450 30.0 571 47,0 451 30.9 571 44.e 417 27.0 571 41.5 448 Q p V 781n 80.0 542 83A 474 68.7 542 70.11 465 57.1 $42 62,1 456 50.0 542 55.7 449 44.4 542 51.0t30021.5 542 47.5 437 33.3 542 42.0 420 289 542 40,8 425 25.0 542 40.1 423 N o 0010 52.1 407 63.7 381 43.4 407 45.4 355 37.2 407 39.8 340 32.5 407 35.3 343 2a.9 407 32.1 407 20.6 334 21.7 407 28.1 327 18.6 407 24.1 322 111.3 107 23.0 310 Z N f�¢ m 0 wt 96 hr 42.8 358 44.1 320 35A 358 37.2 314 30.7 358 32.4 309 20.6 358 29.a 304 23.6 356 20.1 358 24.0 200 17.9 358 21.0 289 15.3 358 19.2 284 xW Ln 1001. 30.1 283 30.8 255 25.1 283 25.0 251 21.5 283 22.5 247 18.8 283 19.0 2M 16.7 20] 18.0 11110 27.11 287 26.3 N2 23,1 281 23A 23a 10.8 267 20.8 Z35 17.3 287 18.3 23I 15.4 287 16.6 F N � U 1201. 22.0 229 22.3 209 18.3 229 19.6 205 16.7 --j-16.2 202 U X Q O O a oa- Z mcn 417 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: O s0 Anchor Ca act Table(]be) ANC HOR CAI.G,,,.e• Su MW.: 2.711 C...W 3.50 Cono. HollwCMU Fllled Chlu PT Woad MCM (DP.,)X( )=ANCHOR CAP.,,, 5118'Eko i/4'SSEko 5116'El" 114*SS Eko 111181"1 111251ee1 111231ee1 MULLION CAP.,®•,,,, Anchor Cllp Patterns Amhor Type: NIS'Elco Ull coo U4'Eko Ul6acon 3116'Eko Uluacen 114'Eko NVacan Ulbacon AggreOeW Ullmcon AgOreoetor Screw(O5)Screw(W) Scrmy(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edo.Dialanca(in): 1' 2-12• i• 24/2" 3.128• I• 2-Ir2 i' 2-ffi' 2• 3-118• 2- 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment n): I314• 131P 1-314' 13/4' T 1-7I4' 1414- 1-i14' 1-1/4• f-1/4• 1-1/4• 2' I3/8' 13/6' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 And..®4.75'Min.O.C./SIanEWd or Offset Clip(Fig.1): 390 @s 390166 450 lbs 89a Ibs 10441.66 270 W280lbs 354 @s 740 lbs 3741.66 6641W 946 Ibs 341 Ib. 442Ies 1i801bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anotias@ 1.15'MIn.0.C./Slmdard(or O6se0 Cro(Fig.2). 480@. 700 Ib. NIA WA WA WA 3801bs WA WA WA WA WA 682W 6851 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhas@3'MIn.O.C./(2)2r5Aigie Olps/(Fig.3L 790@11 780 @s 800 @s 15601.66 18981.6. 5401611 560106 WA 760@6 7461.66 860@s 1692lbs 662 lbs ee5 bs 1120 ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arolwra t$0.45'Min.O.G 7 U47Ip,Nto.125'Alum.(Fig.d} NIA WA WA WA WA WA NIA WA WA WA WA WA WA 715 @s CAPACITY WHICH MAY BE USED TO QUALIFY 1 Armha/F-Clip(F1g.57 f9s @s 105 lbs 225 M. 445 lbs 8221.66 135 @s 1401bs 1771.66 3701.66 1671.66 3321ba 473 lbs 170 W 221152 2601.611 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors®1.15'Min.O.C7 F-alp(Ftp.B): 2401ha 350 lbs WA WA WA WA 1801bs WA WA WA WA WA 3411bs 442106 560166 ANCHOR CAPACITY TABLE. RODUCrREVISED 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. uga��It°p)°rlDa vpeptmlty No FIGURE 1: FIGURE 2: TABLE NOTES: --� 1.000ly- ' . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. amt ado P(aduC4 Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `\1111111127/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. \pl •........ flee FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ��,•''4,1GF.NSfi '•,F.p �� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ` 71e.,• No.58705 '7r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' _.v - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - •, Z�[�'S:•(V FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' O S ATE O- 4Q` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEELTO BEAT ' '� F<OR10P ��•� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL I"S.AT LEAST 3 SCREWTHREADS;BEYOND 1'X 2.75•%.650•MULLION :;" ••,....••••: O e S THE MATERIAL.fi10&7112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. //S ONA)- 5� / E Irlll 11 11111 A.LYNN MILLER,P.E. FL P.E.N 58705 TABLE 5A Mullion Capacity Table IbaM7 a 0 oningWldth(forvenicaly-spar.rgmulllorr)orOponingHelght(forfnrizoNfily-spemilDmWiore) Wo� 50 In GO:Iq 701n �BQbn� 90In 100 in t201n 1401n 1801n Ym� O Reclen9�1. Tia d r; WT a g. Reclengu ar TraplTde g. RectenBata'�7 ap y)oy7�t Recle ar Ty iapfTdnt a Re Ifflguia TreprrdanB• Ratanplar Tmp7dang. Reclen9ular Taprrdanp• Re<le gu a Tra{VTdanO. Rectangular TrapRdon9. o C 1"X3.126"X Leading Loedrg Loadn9 Laedng LOddn9 Loadng oadn9 Loafing Loading Loe Ing LoadnO Loading Loading Loafing Loadng Loafing Loadrg Lowing .600"Alum a a a s p p a ,� p p a a 2> � a n k• b .. •a a a,. .. b 0 Tubo Mull 3 ali ; � "5 -1 A � b. sb ags . 1 21 � arc � �rc 1 fA ae U)Z w W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 508 170.0 992 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.01 521 170.0 1735 1 170.0 521 154A 1802 170.0 52t '-I W /S'N 170.01 708 170.0 524 170.0 850 170.0 581 70:0® 170.0 630 170. 113 M Wa L17S.0 1276 170.0 077 170,0 1417 170.0 8(10 157.7 15n 170.0 800 135.1 1577 170.0 680 118.2 t6n 170.0 680 _ U 50.835hr 170.0 747 170.0 SM 170.0 8% 110.0 631 170.0 6 9 M1 .0.g 70.0 1315 170.0 747 170.0 1484 170.0 756 141.7 1495 170.0 750 121.5 1185 170.0 750 108.3 1495 170.0 750 W o U 641n 170.0 797 170.0 812 170.0 950 170.0 091 170.0 1118 170.0 754 170.0 1275 170.0 BW 188.1 1101 170.0 637 149.5 1401 170.0 856 124.6 1401 170.0 861 106.6 1401 170.0 BB1 BJ.1 1401 170.0 801 M � U so In 170.0 085 170.0 701 170.. 1W3• 70.0 797 t5E:5 1155 I7g.0 878 136.7 1156 167.0 026 123.3 It56 168.5 917 111.0 1156 149.7 910 92.5 1156 144.5 903 78.3 1168 M.5 903 NA 1158 144.5 903 J B3M r170.0 Bag 170.0 7451-1680 049 170.V t j B-7 ' 079- 1. X8603 118.8 1049 141.7 646 100,5 1049 132.0 630 95.8 1049 125.5 626 79.0 1049 118.3 820 88.5 1019 110.8 819 59.9 1010 118.8 Big U L) m LU 166.8 055 170.0 769 139.0 BSS 151.3 001 119.1 055 133,7 788 1042 855 INA 775 92.6 BS5 112.6 785 63.4 955 100.4 757 69.5 955 09.6 749 59.8 955 88.7 746 52.1 055 914.7 716 Z d $ �d3� 0 721n 128.5 607 134.9 897 107.0 003 114.9 082 91.8 803 101.1 670 80.3 803 91.2 650 71.4 603 83.9 649 84.2 803 70.6 842 57.5 803 722 632 45.9 903 09.8 620 40,1 803 69.7 877 j IL ¢Z 781. 1082 721 11{.1 8tB 01.0 721 97.0 818 78.0 721 85.1 605 66.3 721 78.5 595 60.7 721 70.1 586 54.6 721 85.4 579 45.5 721 59.4 SW 39.0 721 58.6 584 34.1 721 56.1 503 Q -I r •c(• - 76 In 101.0 684 105.4 599 84.2 684 B9.4 587 72.2 884 76.4 576 63.1 881 70.4 587 58.1 884 84.4 SW 50.5 684 SB.B 551 42.1 664 51.1 541 36.1 684 51.3 538 31.8 861 50.8 551 Z Q N O Z � Z 90 In 85.8 511 07.0 458 51.8 511 57.7 118 47.0 511 50.0 MO 41.1 514 44.6 437 38.5 514 40.5 427 329 514 37.3 421 27.4 514 330 412 23,5 514 30.4 400 20.6 $14 29.0 403 I¢-' ,- ro p Be In 54.2 452 55.7 404 45.2 452 47.0 3B0 38.7 452 40.9 390 33.8 452 38.4 384 30.1 452 32.0 378 27.1 452 30.3 773 22.6 452 28.0 365 18.1 452 21.2 359 18.8 452 22.0 355 1081n 38.1 357 30.0 322 31.7 357 32.7 317 27.2 357 28.4 312 23,0 357 25.2 308 21.1 357 22.7 303 19.0 357 20.0 290 15.9 757 18.0 297 13.8 357 16.2 267 11.9 357 15.0 283 W N 1 Y III In 35.1 330 35.0 308 29.2 330 30.1 301 25.0 330 26.1 280 21.8 338 23.1 292 18.5 378 20.8 206 17.5 3JB 19.0 284-1114.6 338 163 278 12.5 330 11.8 273 11.0 338 13.0 269 a M fn U 120In 27.7 289 282 28.7 27.1 289 23.7 259 i9.B 289 20.5 256 17.3 289 18.1 252 15.4 267 16.3 2!9 13.0 289 14.8 2/B 11.8 289 12.8 210 B.B 288 11.4 230 e.l 280 10.4 232 U X Q Q.. Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ AmO AnchorCe acl Tablo(lbs) ANCHOR CAP.„4,,,,, Su.U4Ie' 2.7kWrca4e 3.5k Cone. Mtlb'XC4AU FNeOCAN PTWood IdHal (DP,)X( )=ANCHOR CAP.,„ NI6'EI[b 1/d•SS Et f/16'Elco 114•SSEIco H10SIed 912S1eel 012 SIeel MULLION CAP.,,,,,,.,. AnchOrClip Pettome Anchor lypo WIG'Elco UIIr3m U4•Eke urtm[on urtmcbn 37t6'Emourtrxm v4•EXounmcon AggeGator Urtmmn A9gm0sator Scre (G5)Scrc (G5) Sccrx(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dlstarce on) 1• 2-t/r r 2-11 3.11e 1. 2-1/2' r 2-1Ir r 3-IV z 0.49' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embaysrlen n 1314' 13/4' 1314' 13r4' 2' 1-1/d' 1 U4' 1-t/4' 1.114' 1.1/4' 1-114• 2' 1-38• 13'8• sates ACTUAL PRESSURE REQUIREMENT FOR THE AAnclvrs@4.76•I,arLocISlartladaO9selc0 919-Iy 3B0Ibs 390Ins 4w�bs� w0-ms_16f4to ,a27ams_ zmll?s-�WwA )bs 7401bs 3741bs 6611os 9461. 3stms 142 t. 5sot[s OPENING,WHEN IT IS LOWER OF THA THE ELECTEN �!'AItP,orgQ}t415;4LlnIO,CG S13i4ard;(m IXtsel)C9p(Rg72y;I483:1b31117 ASE HULA =1 L3a0 !®t'N2i1420)psli :CAPACITY(FROM THE TABLE)OF THE SELECTED h1In.O.C./(r)2(5Argle Cnps I Ing,3y 7801bs 780 I. 6801bs ISMlbs 18961b3 640lbs 5601. A n6lbs 7481Ds fti80i -1692'1 -W2t0 8851 �'nxitMULLION.IT WILL YIELD A MINIMUM ANCHOR O.C.I ULBp,Into.125•Alum.(Fig 4) IIIA WA II/A IUA NIA IIIA IUA A IVA IUA tUA IUA IUA IUA 10CAPACITY WHICH MAY BE USED TO QUALIFY t Archon FC9p(F1g 5y 185103 1961. 2251bs b151. Ba ttx 175 ps 1601os los 3701. 107100 33 IM 473 bs 1701bs 221 I. 2801. ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm01.16•1.11 O.CIFA9 1F1B 6' 2401bs 3501. N/A IVA IUA RW 18016; 0/A IUA IIIA IVA IUq 311103 442100 5601. ANCHOR CAPACITY TABLE, RODULTRBVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. U-replying svhh the Florida nndlc(g code F1.000••-1 wcptmco No � / �,,r/ O� FIGURE 1: FIGURE 2: TABLE NOTES: :'D� - / 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, adB Pr e1n1 bducl Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11(1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. / FIGURE3: 3.125• `�.� oN. . M/...epi, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .,• VkCENSF •, .p • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .SW - � �'2,•em" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED T�A •, hi 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' � •, 1'X 3.125'X.5'MULLION 0 STATE O5 <Q THICK.STEELSTUDSTO BEAMINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (I-VF MULLION) i��•'.FC OR40P.•'•G\�� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND ......• Q O THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /,//, ,NAI- A.LYNffS/M'IIID,P.E. FL P.E.#58705 TABLE 6A •qH Mullion Capacity Table(lbsM?) x� Opening Vlndth(for vsrtcaly-spamirg mullions)or Opening Height(for 7lodmnlely-sperdrg mullions) �x�' 501. 601. 701n BON 80117 100117 120 117 110 in 160{17 c; o Rectangular TraPrTdeng. Recm�guI Trzpffdang. Reelenguler TmpllUerlg. Rectangdor TraplTdan9 Reelengular T,.Pl7geng. Reclengd.1 TleprTdang. Reetanguier Trap/Tdmil. Reclangdar TrapRrlang. Rectenwler TrapRdan9. a 1 x 4 x.126 Lsadn9 Loafing Loadng Laadng Loafing Loadne Loading Loafing Loadug Leadng Loafing Loafing Losdirg Lnadng Loafing Loafing Loadrp Lowing ^ J Alum.Tube �' .�� r• r F '.. ',. .g„ F .g ,. .. .. .. .. F F F F •_ .• .F .� LL Mullion � � � � � �� 8� � � N m s Ise �� >3 a$ a e 51 ag a9 a� tr. E Iii 3 .1st s1 a 42117 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1458 •170.0 621 145.8 1489 170.0 521 127.6 1489 170.0 521 J W J W 481. 170.0 708 170.0 524 110.0 660 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 158.3 1303 170.0 680 130.3 1303 170.0 680 111.7 t303 170.0 680 97.7 1303 170.0 680 = S e 60.6251. 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1215 170.0 756 117.1 1235 170.0 756 100.4 1236 170.0 768 87.6 1235 170.0 756 W p$ 0 641n 170.0 797 170.0 612 170,0 958 170.0 691 170.0 1116 170.0 754 154.4 1168 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 860 102.9 1158 170.0 851 88.2 1168 170.0 881 772 1158 170.0 881 m O F M 601. 170.0 685 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 632 125.1 1042 146.7 015 111.2 1042 138.8 501 100.0 1042 130.2 781 83A 1042 125.1 762 71.5 1042 125.1 782 62.5 1042 125.1 782 (_- � J 931. 170.0 930 170.0 745 151.2 992 103.8 818 120.6 992 144.4 799 113.4 992 131.0 782 100.8 892 121.4 768 90.7 082 114.5 758 75.6 892 108.4 745 64.8 992 108.0 744 56.7 992 108.0 744 2 65 In 165A 947 170.0 789 137.6 047 148.0 786 110.1 947 130.3 788 103A 047 117.7 752 81.9 947 108.7 736 02.7 947 102.2 727 65.0 047 95.1 713 59.1 947 94.0 711 51.7 947 04.0 711 .,� 72117 135.9 549 1127 717 1132 819 121.8 722 87.0 849 108.8 708 6{.9 8!9 98.4 698 75.5 649 68.7 688 67.9 649 627 675 $6.6 6{B 75,3 659 18.5 Bog 72.5 652 42.5 840 R.4 651 � d Z 761n 115.5 762 120.7 665 96.3 762 1026 652 82.5 792 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 762 59.9 597 30.1 762 59.4 595 J Tn r f 70117 108.9 72d 1114 874 89.0 T2I 94.6 621 76.1 721 82.9 809 86.8 724 74.4 699 60.4 726 68.1 691 63.1 721 63.1 583 41,5 721 57.3 573 38.2 724 51.3 567 33.4 724 63.5 565 F-- J V BO In 69.8 547 71.6 483 58.0 511 60.7 174 19.7 543 62.8 486 41.6 613 47.1 465 38.6 SIJ 12.0 452 34.8 643 39.5 448 29.0 543 34.8 436 24.8 643 321 430 21.7 543 30.7 428 Q 2 Z 00 N O BB In 57,7 178 68.9 127 47.5 470 49.7 !19 l0.9 478 43.2 112 354 478 38.5 406 31.0 476 34.8 400 28.7 478 32.0 395 23.9 478 Ze,1 388 20.6 478 25.6 380 17.9 478 242 376 to o (!1 N $a- i681n 40.3 37T 41.1 341 33.5 377 3l.6 335 26.8 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 10.0 310 14.4 377 17.1 304 (n �144ln 37.1 157 37.6 727 30.9 357 31.8 718 26,5 157 27.6 313 23,2 157 21.1 309 20.6 357 22.0 305 18.5 351 20.1 301 15.4 157 17.4 28! x VU)29.7 30620.8 279 24.5306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 287 16.3 306 17.3 263 XQ OO 17.0 212 172 186 d E� Z 0 0 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: U m0 s.O Anchor Ca self Table(lbs) e S g �'� sumlre1. 2.7k Conerele 3.5k Cone. tionav CMU Filled CMU I'T Wood Metel (DP-)X ANCHOR CAP.,,,,,,,c\'ANCHOR CAP.... N �� 6119'Eko 1/A'S9 Elco 51186 Elco 114'S9 Elco 010 Steel 91261ee1 91261ed MULLION CAP.,, Anchor Clip Patterns Arolar Type' 3/15 Eke uluacan i/4'Eke Uluacm 111'6117 Elco Ultrxan i!4•Eko Ullracm A99re0ater Uhrecon AggreWor screw(G5)screw`e" Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gsta,: nk V F3901b. V 2-11V 3418• 1' 24/2' 1• 2-117• 2• 3-16' 2• 0.46• 0.54• 0.724• CAPACITY REQUIRED'.CORRESPONDING TO AN EmOadma618n} 1.3/4• 1714• 1314' 2 1-114' 1.1/4' 1.114' 1.1/4' 1-1/4' 1-114' 2• 1316• 13/8• %ales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohom@41.75hun.O.C.I SIaMard"Offset COp(Fig.1&2): 390 lbs 450lbs 890lbs 16441bs 2701bs 2801bs 354@8 740 ibe 3741bs 664 ms 046 NO 3411be 442lbs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchma®2.25 Min.O.C./Standard(orOacet)Clip(Fig.3Y 700 ms 5801be 14101be 952 lbe WA 5601" WA 630Iba WA BBO lbs WA 6021138 8851be 1120 lbe CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchm M 1.15'h11n.O.C./Stadard(e,O0se1)Clip(Fig.4Y 960 lbss WA WA WA NIA 760lbs WA wA WA wA WA 13631138 1770Ibe 22401be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anc11ors®3'Min.0.0./(2)2x5 Angie Clips/(Fig.5p 7801bs 6801138 15Wlb. 1698168 540 ros 6601bs WA 760 fat 748 Its 880168 te9z lAs see lb. 0851bes CAPACITY WHICH MAY BE USED TO QUALIFY 6Anclors®3•Min.O.C./(2)2x5 Angle Clips/(Fb.6): 11701138s 1020 ibe 2340{138 2644 lb8 910@8 8401hs NIA 11401be 1122P. 1320@8 2930168 10221138 13271138 1680 @a ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anclwm@ 0.45-Mr.D.C./UOfp,Inlo.125 A1um(FIg.7A WA WA WA WA WA WA WA WA WA WA N1A14301138 ANCHOR CAPACITY TABLE. PRODUCT REVISED2Anclwra®2.25•Min.D.CJFCIip ft.6r 350lbse 280113' 705lbs 476 Wa WA 280lbs WA 3151be WA 440lbs WA 341 lbs 4421be 560lbs ucO.WWo wtih tho Flori86naingctda 4 Anehma®1.15'MN.O.CJ FCIIp(Fig.9): 460lbse WA WA N/A NIA 390 Ina WA WA WA WA WA 6021138 8851bs 11201bs � 1,000 f` AtteptenPo NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, part BY TABLE NOTES: Alam( c Prwiliv oduct Control 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 ON LOADING.SEE \\\I I l 1 I l!II • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� ON�........')4/� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. �c11�,.''•(,\CENSE•'•�F'S3 �� • • • • • • • • • 000' x'.:• •,;t 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4. - No.5!1705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -" C • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %pO'. 5 FATE �j:-�� • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD S PRESSURE-TREATED YELLOW .1213' BE A MI �`�'•.,,FCORID?.•'•G�: SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL ••••- STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICKISS�ONAI.�e\`� ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910& l'X 4'X.125• A.LYNN MILVA P.E. 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A a '+ Mullion Capacity Table Ibstft2 opening Width(forvattically-spenring muliow)or Opening Height(tor hopontely-spenNng mullons) < 80 to BO In 70 In s0 in 90In 1001. t20 in t40 in ISO In 0 RedentsAer T 7Td O ap enp. Raelenpular TropRdang. Reatanguler TraprrdanD• RaC4engWar 7raplTdsn8- RectanDutr Tr-fdang. Rectangular Trapl7danp. Rectangular Traptl'10np. ReoWnOufar T�apft)larig. Reotanguler haltrTdmg. Alum.Tube Load.g 1.006.0 toadn0 I_, 0 LdnO Loadng Loafing L dng Loafing Loadn9 Loafing Ld.g toadnp Ldnp Laedng Loadnp Loafing Loafing o o Y &"v r r r n$a _ _ _ $ r _ _ $^ �e $Lai r r r r r rr ZR _ r r_ aft it Mullion I 47 �' b b�' 6 c5 OB 6 6 �" b g o t � N g z 421. 170.0 1 620 170.0 435 170.0 744 170.0 478 170.0 We 170.0 506 170.0 092 170,0 519 170.0 111e 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 ..J 48 to 170.0 708 170.0 52-0 170.0 050 570.4 584 170.0 092 170.0 670 179.0 1133 170,6 68! 170.0 1275 170.0 677 170.0 1017 570.0 880 170.0 1700 170.0 600 170.0 1983 170.6 680 151,9 2024 170,0 68p _ 60,6251. 170.0 747 170.0 683 170.0 890 170.0 831 110.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170A 1793 170.0 756 156.0 1919 170,0 768 1385 1919 170.0 753 A 3 0 541. 170.0 791 170.0 612 170.0 950 170,0 091 170.0 ittfi 170.0 761 170,p 1275 170.0 003 170.0 1434 170.0 837 t10.0 1594 170.0 856 159,9 1799 170.0 661 131.1 1799 INA 881 120.0 1799 170,0 881 IM O � 601n 170.0 985 170.0 701 170,0 1063 t70.0 707 110.0 1240 170.0 878 170.0 Hill 170.0 844 170.4 1590 170.0 998 {55,5 15{8 170.0 1033 129.8 1619 170.4 1063 111.0 1519 110.0 79W 97.2 1618 170.0 5083 H t0 J 63 in 170.0 930 17.4 705 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1480 170.0 1016 1663 1542 170.0 1076 141.0 1642 170.0 1122 117.6 1542 t6S.5 1160 100.7 1512 167.9 1167 08.1 1542 167.0 1157 5 � 66 to 170.0 974 170.0 789 170.0 1159 170.0 007 170.0 136+ 110.0 1002 SBt7.8 1q2 17p,0 1080 142.0 1472 168.0 1118 128,6 1472 150.8 1170 107,1 1471 p7.8 1106 91.0 7472 146.0 1104 BO.J 1172 748.0 1104 CJ 8 72M (70.0 1063 170.0 878 170.0 5275 170.0 1069 154.8 1320 1682 1101 5320 1320 i4SS 1882 111.3 5320 137.8 77166 I05A 1320 128,8 1048 88.P 1320 157.0 1024 7b.4 1329 172.0 1613 08.0 1320 111.5 1012 d TB in uj 170.0 1122 VGA 937 149.6 1164 159.4 1013 128.2 1184 139.8 901 1122 1181 125.7 978 90.7 1184 116.3 064 89.6 1184[49.8 952 74.0 1181 97.8 935 64.1 1184 93.1 927 56.1 1184 923 926 •J rp Z 78 to 166.1 5124 USA 967 138A 1124 147.0 066 118.6 1124 128.8 947 103.8 1124 115.6 931 823 f124 105.8 016 810 1124 90Sr37.1 1124 89.0 &90 59.3 1124 84.3 881 57.9 1124 912 070 � ") ,�- (_ J ^ 901n 408.1 844 111.$ 750 90.1 844 04.3 736 77.2 844 62.1 724 67.8 844 73.3 712 60,1 S44 66.5 702 64.0 844 603 844 54.2 678 36.6 84+ 60.0 668 33.8 844 47,7 662 4 Z 961n 69.1 742 01.6 683 74.2 742 77.2 652 63.8 742 67.2 841 56.7 742 59.6 831 69.6 742 64.1 622 44.5 742 614 712 43.0 600 31.0 742 39.0 690 27.8 712 37.5 584 o ;C51 zz (� 8a aa- t00tn 62A 608 63.8 530 52.1 680 63A $21 44,7 686 46.6 513 39.1 We 41.4 805 34.6 SW 37.3 400 3f.3 686 402 Re 29,6 48f 22.3 588 26.6 472 19.5 568 24.7 460illN 57.6 555 58.8 603 18.0 555 495 495 41.2 555 42.9 487 38.0 555 38.0 480 32.0 655 342 473 28.6 5% 487 555 27.1 457 20.6 555 24.3 448 10.0 655 22.4 442 a x 1201. 45.8 476 48,6 433 38.0 476 39.0 426 328 47fi 33.7 120 29.5 478 20.a 414 25.3 476 26.5 409 220 175 404 475 21.1 395 16.3 475 18.7 307 14.3 476 17.2 361 F- x- i ' N 744In 20.+ 330 26.7 305 22.6 330 22.4 301 10.0 330 19,3 297 16.6 33P 17.0 293 „�� e- 0 Q 2 TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: x m0nB: Anchor Capacity Table One) €�md' ANCHOR CAP.,,,,,,... suMUote: 2.7R Ococreta 3.5%Cana- HdkWCMU 11800 CMU ul Wood 2MetalSte (DP„o)X{ =ANCHOR CAP.,,, 5178'Elco 114'8S Eke 516'Elco il4'66 Eko 010 91eei 912 Sleel 912 Steel (ANCHOR CAP.,,e,,,,,, Anchor Clip Patterns Anchoriype: 311W Eke Ul"cen 114"Eko MUM Ulbxao VIVEleoUlOxon 1/4'EkoUlBacan ADORGate, Ultmeon Agg.Gator ft-(00 Semw(OS) SCM(M) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge UltenCoon): r 2.1/2' 1* 1 2-12' 3-118• f- 2.12• 1- 2.1 2• &l1w 2^ --P.4a^ o.54' 6.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(o), 1-1.4' 1.314' 1314' 1-141 2' 1.114' 1-104' 1-114• 1.114• 1174- 1.114' 2• 1718' 1 Le• wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2AachDm 404.75 MIM O.C.7Siaadard ar Offs.!COP(Fig.M2T. 390@8 390 lbs 45)16. 8901bs -1e44 les 2701`. 280 los 354 Its 74D Ib* 314 lb. 6"ths 9461ba 341104 442 IM 560104 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25'Min.O.C.!Slandvd(or Oftel)Clip(Fq.3): 70016a 700lbs 50 lbs 14101be 952 NS WA 5601bs WA 830IM WA 880lbs WA 662 the 885104 1120 lb3 CAPACITY(FROM THE TABLE)OF THE SELECTED BA.dweQ IASMim O.C.l SI.Mard(or063et)C6p(Fig.47 96d See 1400104 WA WA WA WA 760 Ree WA WA WA WA WA 13831b! 1770 i6. 22400;. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors 403"Min.O.C.1(2)2.5 Angle Ogps I IN.4780 I8. 780104 680104 1560104 1e961ba 540104 5601. WA 760 lbs 748104 We lbs 16921b3 682 Me �lbs [be CAPACITY WHICH MAY BE USED TO QUALIFY OAnolwrs 403•Min,OCQl(2)WAngto CBpslfti 87 1170 tbs f4701M 1020 its 2340104 2844 See 8191. 8401bs WA 1140th 11221. 132Ptbs 1b. 1022)bs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors 0,45'Min.O.C.lU421p,1.10.125•AN..(Flo.7): WA WA WA NIA WA WA WA WA WA WA NIA WA WA ANCHOR CAPACITY TABLE. RODUCTREVISED 2 Achars$225'Mn.O,CJ F-Ulp(Fq,Bk 3%Jbs 350104 290lbs T05lbs 478105 NTA 2814 Ws WA 31510. WA 440104 WA 341104 4 Arwhae.0j 1.15'Mln,O.CI F471p(Fq.9T. 480104 700104 WA WA WA WA 38p IM WA WA WA WA WA l.021690 � 4- •11,e4 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLOP. --i 1.067 �-- --j 1.000' r'- -Ac�ptalro 6r - TABLE NOTES: diaml ade Preducl COmrol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9: 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. tt 71 t t t t t r T • • • ,.` pN A1j l�i� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. ,��`a��.•''410ENSF`C�F.p�� • ♦ • • • ♦ • • • ♦ 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• a 4.000' R4* . 71' No.50705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: =^O •. 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 =�0'•, TATE r a. ` • • • • L�_-JI II__._J PRESSURE-TREATED 63-TSABMIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' 5' 5' f'��s """"'�"�1�?.` THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36,ALL ANCHORS ONAI.ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 5 !j j t t r t 117 t •T••MULLION MULLION A.LYNN MVEIR,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 8A A �g Mullion Capacity Table Ihsfttt Opening Width(for vertically-spanilirig mullions)or Opening Helght(for horitrilaly-spanNrlg mullions) g.17! so in 601n 701n 801n 80 in 1 1001n 1201n 14011 18011 g p 1.26"% ReclangO., T,apridan8• Rectan9uler Trepmeng. Raetanguiar Treprrdeng. Reelnn0ulaI hep/7rlen8. Raelanow Traprntang. Rectangular Tire"ane. Ratargulw TraplT0nno. Reetwouler Ttap/Tdang. Ractan9uler TreprManB• ya�e Loadng Loading Wwn9 Loafing Laadng LOadng L.dng Lcadn9 L-11.9 Loading Loafing Loafing Loading Lnadng Wading Loafing Loading Loafing s= V 3.188"z .266"Alum £ a u .� Tuba Mull I I B g.B � � �� . � B gg� N S 8 3 8 3 �" 3� 3 3 a s 8 $g S 0y 3 5� 8 3 3 8 �y 8 6 8 b� a 00 b•" mNqx W 421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 52t 151.6 1769 170.0 521 p LO W 461. 170.0 708 170.0 524 170.0 650 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 Sal 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1518 170.0 680 110.1 1618 170.0 680 7 d 9 (n 50.6251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 6S4 170.0 1183 170.0 723 170.0 1345 170.0 747 187.0 1188 170.0 758 139.2 1168 170.0 756 119.3 1168 170.0 756 104.4 1468 170.0 756 W O p O 64 in 170.0 797 170.0 612 [91.2 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0J1131763.1 1376 170.0 837 146.8 1376 170.0 868 172.3 1376 170.0 861 104.8 1378 170.0 Sal 91.7 1376 170.0 661 m M 1-- 601. 170.0 885 170.0 701 1063 170.0 787 158.8 1158 170.0 878 139.0 1158 167.423.6 1158 155.8 910 111.2 1158 150.0 912 92.7 1158 144.8 905 79A 1158 144.8 005 69.5 1158 144.8 905 f=.- W � J 631n 170.0 030 170.0 745 1051 170.0 850 137.2 1051 155.9 882 120.1 1051 142.000.7 1051 132.3 037 80.1 1051 125.7 830 60.1 1051 119,5 822 88.6 1051 119.1 621 60.0 1051 118.1 021 rL 684. 187.1 957 170.0 789 957 151.8 805 119.1 057 134.0 700 104.4 057 121.828 957 112.8 767 83.6 057 106.6 759 69.6 857 100.0 750 59.7 957 089 748 52.2 957 98.9 748 Z _I g m c721n 128.7 604 1353 698 804 115.2 684 91.8 804 101.3 671 60.4 604 91.4 1.6 804 64.1 850 64.1 804 76.8 Bd3 6J.6 804 72.3 G1J 46.0 604 69.0 620 40.2 804 69.6 628 = Z 78 In 109.1 722 111.{ 630 722 872 818 78.2 722 85.3 606 60.1 722 76.70.8 722 T0.3 588 54.7 722 65.5 580 15.6 722 69.5 570 30.1 722 66.7 685 34.2 722 66.2 581781n 101.2 665 105.6 600 865 89.8 588 72.3 685 783 ST7 63.3 685 70.5 62 665 64.5 560 50.6 SBS 80.1 553 42.2 685 64.3 54.7 36.2 885 51.4 537 31.6 SB5 50.7 536 N �" 901n 65.9 515 63.0 457 54.8 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 36.8 515 40.8426 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.6 {07 20.6 515 28.1 104 xZ N961n 54.3 453 65.8 4D4 45.3 453 47,1 397 38.8 453 41.0 391 33.9 453 36A30.2 453 33.0 379 27.2 453 30.4 374 22.8 453 268 366 19.4 453 24.3 36017.0 153 22.9 350 �36.1 358 39.0 323 31.5 358 32.8 318 27.2 356 28.4 3t3 23.8 356 252212 358 22.7 304 19.1 358 20.0 300 15.9 350 16.0 293J5.1 J38 35.8 306 29.J J30 J0,1 JD1 26.1 J38 28.1 297 22.0 336 20.218.5 338 20.0 289 17.8 378 10.1 265 Q' x27.8 200 ZBS 264 232 290 23.8 260 19.9 290 20.6 256 17.4 200 18.215A 290 16.4 249 Q N Q O Q 14411 16.1 201 18.3 188 _ Z W �0 io W TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: €� AnchorCe acl Table Ibe ANCHOR CAP.,,",,... uuu Substrate 2.71c ODwde 3.5k C.C. Hollow aaU Filled CMU PT Wood Sietd (DUX( )=ANCHORCAP.- 916'EIeO 1/4'S8 Eko 916'Eko 114'SS Elco 0410 Steil 912 Steel 012 Steel MULLION CAP.,.,.,,,.. Amhorlype 3'16'EIcO Ullrxon 1/4'Eko11tw- 3'1S'EIco U0laCm 1r4'Ek0U8racon AnchorClip Pattema ultracon Aggrecator Ile'can AgoreGela Snew(G5)Screx(05) stray(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge cislarne gn) V 2.117 V 2-1/7 &116' 1' 2417 1' 2-117 7 349r 7 0.48• 1 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment n 13&4' 134' 1314' 13'4' 2• 1-1/4' 1-114' 1-114- 1.114' 1414' 1 1414' 7 134L' 13'8- vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Antiprs®47Y 1411 O.C.l SlardaN v016el Clip(ng.1): 360109 390Its d`A IbS 100105 16411bs 270 W9 28D IDS 3511b5 74olbG 374 lbs 6641D5 916M 341 as 4421W 56o ms OPENING,WHEN RIS LOWER THIN THE MULLION 4Amhms®1.15'IAn O.0/Slan04nl(ar Oftel)Clip(Fig 2) 480 0n 7001bs t1lA IUA IIIA II/A 380116 tVA IUA IIIA Ito IUA 682as 865108 1120105 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amrim Q3.1341.O.C./(2)215 Angle Clips I(Fl9.3) 780[as 763106 660 Ns 1560 ms 1206rbs WO lbs 56010s nrA 760116 7181bs No its 1892 Ibs 682lbs 895 lbs 1120 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arclgrs a 0.45'MUI.O.C./u op.Inlo.129 NUM.g-1g.4) II/A IUA tUA IUA IIIA t1/A tUA N/A IUA IIIA tUA IUA WA IUA 1430 Ills CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arc1nr/FCgp(Fig 5) 195Its 185108 225Ib3 445 IN 822Ibs 1351bs 149 R6 177 Ios 3701M 187lbs 332106 473 lbs 170ibs 221106 2B0Ills ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anotgrs�1.16'1.11rt O.CJ FCU g6' 240106 350Ibs ti/A WA IIIA 11/A 190 Its WA IUA IIIA IUA IVA 311109 442109 660106 ANCHOR CAPACITYTABLE. PRODULTR13VISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, as C0lq Coda hh 11tONIDrlde AmTtg Lbdo D� Aoayimtco PID FIGURE I: FIGURE 2: 11 Derc 1 TABLE NOTES: [- • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 8 tarn ads Product Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\��t N'� LYNN err, FIGURE 3: .� ......•...tiJ/( iii ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' `P�,.• LICENSF'•.�6,p CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ti Ti.;• .•• F* BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" _ N0.58705 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 ' FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r 6063-T5 AND BEA MINIMUM OFA 25'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND I %��T'•, S A O�1S .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125THICK AND A36.ALL 1.25'X 3.188'X.265'MULLION �S'•.�'�ORID?,••'G\�� (1.1/4'VF MULLION) s .` O O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • 910&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LfNNIM-(1-LeR;P.E. FL P.E.#58705 TABLE 9A Mullion Capacity Table(Ibe/ft2) Opening Width(forverdealy-spanning mu9'ions)or Opening Height(for hofleontaly-spanning mullions) so in 601n 701n 801n 801n 1001n 1201n 1401n ISO in SSll O 1.26x].26 Roclenyalar TmpTdang. Rcelan9uler hep77deng, Raetenpaler Tmp/TAen9. ReolenguWr Trep7Aang. Roelangulor TmpTdan9. Reomngulgr Tmp/Tdeng. Reel6lgumr TrapTAan9. Roclang1111 Ttaprrdang. Raem-9uler Tmp/TAeng. Leading Loading loading Loading Loading L.'I ng Lording Loading L-Ing Leading Loading Lnadltg Loading Laeding Leading Loading Loadng Loafing X2,6 %.100 Alum.Tube o Q i z 421n 170.0 620 170.0 435 170.0 144 110.0 476 170.0 8a6 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 153.3 1118 170.0 521 127.7 file 170.0 521 108.5 1118 170.0 521 05.8 1118 170.0 521 4a In 170.0 706 170.0 524 170.0 650 170.0 684 187.8 976 170.0 630 146.7 976 170.0 661 130.4 BTB 110.0 677 117.3 978 110,0 680 87.8 078 170.0 680 61.6 978 170.0 880 73.3 970 INA 680 J W 50.825M 170.0 747 170.0 563 170.0 898 170.0 871 150.7 927 170.0 664 171.9 827 188.5 708 117.2 927 159.1 699 105.5 927 168.3 696 87.0 927 156.3 695 75.4 927 t56.3 695 65.6 927 158.3 695 d 9 fn 541n 170.0 797 170.0 612 154.5 869 170.0 691 132.5 889 167.9 883 115.9 869 141.8 669 103.0 869 134.0 660 92.7 689 129.8 654 77.3 689 126.6 652 60.2 069 1268 652 5T.9 869 128.6 652 LU p 03 601n 143.2 746 153.8 834 It9.4 748 132.3 620 102.3 746 117.8 606 69.5 740 107.8 599 79.6 746 101.0 692 71.6 746 96.5 587 59.7 748 93.3 603 61.2 740 07,3 561 d4.8 118 87.3 683 c) N 631n 123.7 877 132.0 679 WA 617 113.2 568 88.4 617 100.4 555 77.3 877 91A 548 68.7 677 85.2 679 61.9 677 81.0 534 51.8 677 77.0 529 44.2 677 78.7 629 367 677 78.7 520 F- �--1 60 in 107.0 017 114.1 630 89.7 617 97.6 519 78.9 817 88.3 500 67.3 1117 78.3 500 69.0 017 72.6 494 53.8 617 68.7 1119 44.8 617 64A 483 30.4 617 63.7 462 33.6 617 63.7 482 � 0- � 721n 82.0 518 81.1 AN 89.1 510 74.2 440 69.2 518 85.2 432 51.6 518 66.8 425 48.1 518 54.2 419 41.4 516 50.7 414 34.5 510 46.6 408 29.6 518 45.0 406 25.0 616 16.0 406 Z J m 76 In 70.6 466 73.1 400 58.7 465 02.6 39a 50.3 485 54.9 390 44.1 485 49.4 384 39.2 465 45.3 378 35.2 455 42.2 374 20.4 d85 39.3 387 25.2 465 38.5 384 22.0 IBS J6.2 363 78 h1 65.2 441 88.0 387 61.3 141 61.7 370 40,8 441 50.8 372 40.8 441 15.4 366 78.7 141 41.6 180 728 441 38.7 756 77.2 /41 34.9 319 23.7 4d1 33.1 348 20.4 441 32.7 345 J 901n 42.4 332 43.8 285 35.4 332 37.0 289 30.3 332 32.3 284 266 312 20.8 280 23.6 372 261 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 18.6 262 13.3 332 16.7 260 Q C)o ~ O Q N 901n 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 28.4 251 21.9 281 77.6 2dB IBA 291 71.3 714 17.1: 201 19.5 241 14.8 291 17.1 238 12.5 29i 15,6 232 Z :_ 108 in 24.0 230 25.1 208 20.5 230 21.1 205 17.5 730 18.7 Tll�-.4 2J0 162 186XZ111 U 22.0 218 23.1 197 18.9 218 19.4 194 16.2 218 16.8 218 14.9 186 C O N 1201, 17.9 187 18.2 110 14.9 167 15.3 167 M Of x V) U N a 0 0 Z Q' � mO O TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: fY m� Anchor Ca achy Table(Ibs) ANCHOR CAP.,,,,,,,,, subslml0: 2.7k Cerwreto F RWaN CMU Filled CMU PT Wood Aletei (DP,)X( )=ANCHOR CAP.,,, 1/1•SS Elco SItB'Elca 114'SS Elco 510 Steel tl12 Sled 012 Slee) MULLION CAP.,__ - 5/18' Peltet0e Arolwr Typa: Y10•Bw Ulirecon tl4•Eke Uivacan 3716'Elw Ugracon 714'Elco ullacon AWl1W er UfuaOenAggrecatwScrew(G5)Screw(G5) S-06) USE THIS FORMULA TO OBTAIN THEANCHOR slance : 2-1/2' 7• 2-gr P 2-Yz' T 2-1/2' 2' 3-1/8' 2- o.4a' 0.54' 0.324• CAPACITY REQUIRED•CORRESPONDIbe (0) 1-3rd' 1-Y4' 1�4' 24' 1.1/4' 1-1/4' 1-714' 1414' 1-1/4' 1414' 2- 1JI8' 1-318' w&S ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anehor6®4.15'Mm.O.C./Standard"Olfeel Clip(Fq.f). 3901be 390 Ibs 450 ms 890 ms 270 tips 280Ib6 3541bs 740Ibe 3741bs em ms 0401bs 341 Ibs 44211,3 5601os OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm @ 1.15•Min.O.C./Standard("Ofkel)Clip(Fig.2k 480 Ibe 700163 WA WA WA 380 Ise WA NIA WA WA WA 682 Ibs 88511,8 1120 We CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors@3'Min.O.C.1(2)215 Angle pips/(Fig.3X 780lbs 780 lbs 600lbs 1560ms 540 me 5601be WA 760Ibe 746lbs 88011, 1892 lbe 66211,3 8851bs 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anthem IJ 0.54'AW.O.C.I ULIIp,Into.100'Alm.(Fig,4p WA WA WA WA WA WA WA WA WA WA WA WA WA 95011,3 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor!F471D(FlB.6): IBS ms 195 IM 275 ms 445103 8221oe 175 ms i40!be 177 lbs 370Ibs tel IDs 332153 4731Ds 170 ms 221 Ihs 260153 ADDITIONAL ANCHOR OPTIONS FROM THE 2AncMs®7.15.511n.O.C/Fgip(Fg.et 2401h3 35011,3 WA WA NIA WA 10011,3 WA N/A WA WA WA 341 I1,s d/211,3 58011,3 ANCHOR CAPACITY TABLE. RODUCrRBV7SP.D wmpiybtg with the Florida ugding OOdc ,�(( .7 coept8a0BNo T`" Q1 FIGURE 1: FIGURE 2: TABLE NOTES: -1.250" p • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION -pmk O"`17-1. ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. d'°ml�ade Produce Cmuro� 7111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN FIGURE 3: 3.250' \� '�� '• GENS '<<r �i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE - Q�:" �7 F ••.'f' 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. )S NO.58%05 ' 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' -'U C� /Zy r iL' FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0'•, STATE 1, •�/C/�� • 6063.75 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �'(`�•.,F[ORIDp•,•'G\�� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25•X 3.25'X.100' �u,SS/ �C\ �� O O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 177 oNAI- ,"� 00&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN M* 112A 2,P.E. FL P.E.q 58705 TABLE 10A mom^ x Mullion Capacity Table(IbaRta) rW Opening Width(farve l(ceBy-spanking muniols)orOpaning Helght(Iorhodzoltlall"pannirV mU ions) Sol. 60 In 70 in 80 in 90 in 100 in 120 in 140 N 160 In LL O 126 N326 Rectangular Tiaprrrlang. Reelaaph, Traprtdang. Ractengulu Traprfdang. Racta.9.1.1 Tn,prrdang. Rectangolar TrepRdong Rectangular Tleprrri. Reclsngular Traprrdan8. Rectangular Traprrdang. Rectangular T,aprhlvg. y Loading Loading Loaairg Loafing Loadgg Loading LaaQi�g Loading Loading Loafing Leading Lo4ding Loadiig Loading Loading Loading Loading loading c N.624 Alum.Tuba Al [,1. Mullion >s z a ?2o a � �� g€ s € a5. s . � ' a �.9 � _ � � � � wO421. 170.0 620 170.0 43S 170.0 744 170.0 478 110.0 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 S21 170.0 1735 170.0 621 170.0 1987 170.0 621 -148In 170.0 708 170.0 624 170.0 850 170.0 581 170.0 170.0 630 170.0 113] 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 600170.0 1700 170.0 690 169.7 1979 170.0 600 148.5 1979 170.0 60050.625 in 170.0 717 170.0 567 170.0 896 170.0 631 170.0 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1497 170.0 756 170.0 1797 170.0 756 152.5 1877 170.0 156 13],5 1877 170.0 756 641. 170.0 79T 170.0 612 170.0 966 110.0 691 170.0 1116 170.0 7S4 170.0 1215 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0' 056 156A 1759 170.0 861 134.1 1769 170.0 061 117.3 1759 170.0 061 M p m 50 in 170.0 085 170.0 701 170.0 1061 110.0 797 170.0 1240 110.0 070 110.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1037 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1067 F U t0 J 63 in 170.0 970 170.0 745 170.0 1116 170.0 eso 170.0 1302 170.0 910 156.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 1310 164.0 1082 101A 1770 155.9 1072 09.5 1770 155.7 1070 78.7 1370 155.3 1010 � 2 W J 0 661n 170.0 974 170.0 789 170.0 1169 170.0 907 155.6 1248 170.0 1002 1762 1278 158.6 1017 121.1 1240 147.1 1000 108.9 1248 139.0 989 90.8 1218 130.1 978 11.0 1218 129.0 975 68.1 1278 129.0 916 U) m Z � 72 in 167.8 IMS 170.0 879 179.9 1019 1502 092 119.9 1019 132.1 875 101.9 1079 119.1 860 972 1019 109.7 048 BJ.9 1079 102.7 879 69.9 1019 91.] 825 59.9 1619 91.2 820 52.1 1149 91.1 020 0 76 In 142.7 941 149.1 022 118.9 Sit 126.8 605 101.9 911 111.2 791 092 9/1 100.0 777 79.3 941 91.7 766 71.4 941 95.5 757 59.5 941 71.6 744 61.0 941 74.0 737 44.6 941 73.3 736 J " Z 9 78 in 132.0 891 137.6 Tal 110.0 094 116.9 767 94.3 897 102A 753 02.5 094 91.9 740 73.3 894 04.1 730 66.0 694 70.3 721 55.0 894 70.7 707r25.3 094 67.0 701 41.3 894 66.1 698 Q 7 1-- 901. 85.9 671 08.7 S96 71.6 671 74.9 585 61.1 671 65.3 675 67.7 671 59.2 566 47.7 671 62.9 558 43.0 671 48.8 551 35.8 671 43.1 519 671 39.7 S31 26.9 671 37.9 -526 Z � Q C_4 O So In 70.0 590 72.8 527 69.0 590 61.4 618 50.6 590 53A SOS 44.3 590 47.5 502 39.3 590 47.0 494 35.4 500 39.6 488 29.5 590 34.7 417 S90 71.6 409 22.1 590 29.0 461 F x cZ 1%7,O IOBin 49.7 466 50.0 421 41A 466 42.8 411 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 796 24.9 466 27.1 391 20.7 466 27.5 702 466 212 315 15.6 466 19.6 370O mN �1111n 45.0 441 46.7 400 3824139.3 393 32.7 441 34.1 387 28.6 441 70.2 382 2SA 411 27.2 776 22.9 441 24.9' 37Z 19.1 441 21.5 367 111 19.7 756 11.3 dll IT.B 351 W Cl) 120 In 36.] 779 36.9 344 302 ]T8 ]I.0 339 25.9 370 26.0 37d I2.7 778 27.7 329 20.1 779 21.3 725 18.1 770 19.5 711 15.1 770 16.7 714 x � � 141 in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 276 � c~iNg0 � a Z u/) s0 go TABLE10B ANCHOR CAPACITY ADJUSTMENT FORMULA: a & rd' Anchor Capacity Table(lbs) E o-y moo' ANCHOR CAP.,,,,,,,,,, Subelale, 2.7k Com Me 3.6k Cmc. Honow 64,tU filled C6N PT Wood LINaI (DF;,,)X( )=ANCHOR CAP.,,, SI6'Elco 14'SSEko lilt6'Ek0 1/4'99 Elco gtO3ted a1291ee1 a12Slee1 MULLION CAP.,,,,,,,, AnchorCllpPolteme P"ck«Type &16•EIcoUNram tI4•EkoUliracm un2con vts'Elcofmram v4•Ekountacon ApgreGstor U11mcm AggreGalor Sciew(05)Scrcw(05) SCM(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgy Distance on) 1- 2412' V 2-12' 3.118' 1• 2.12' 1' 2-1/T 2• 3-118• 2' 0.48• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmbM06at n 1514• I V,1' 1-314- 194' 2- 1.14' 1.114' 1-1/4' 1-14• 1-14' 1.114• 2• 15'8' 15'8• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctprs®4.76-I.On O.C./Startlxtl Of Oriel COP 099 1) 3901bs 39)ft 4A IOs 800 Ms 16441bs 27010s 280 Ns 3M 109 74010s 374 Ib9 664 IM 946 rhe 341 lbs 44210e f6o ft OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers®1.15•Idln O.C.I Standard(or O(lsel)C8p(Fig 2) 4801Ds 700 lbs HIA IUA IIIA ILA 360 IDS IUA ILIA IIIA IUA IUA 682 IM 895!as 1121 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED dArc hors®3'Idln.O.C./m 205 AngleCOpS I(Fig.3) 780 lbs 700 the 6801bs /5Mibs 1808134 510105 SW Ibs HIA 760lbs 748 N9 880139 IB921bs 682 lbs 885114 11201[6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arclo .5,.•141n.O.C.IUCOD.Info.100'Alum.(Fig 4) IIIA IUA HIA IUA N/A IUA IUA NIA IUA IIIA IUA WA IIIA IUA 980 The CAPACITY WHICH MAY BE USED TO QUALIFY 1 AM'L1111 F-Cl (Fig.S) 185Ibs 105106 225 lbs 4451hs 871105 135134 140 tb; 177 lbs 37olbs 187105 3321hs 41310¢ 170105 221106 280105 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancron®1.15•IdIn O.Cl FC6 067 210 ms 3:.1130 IIIA IUA II/A tI/A 1901bs NIA IUA NIA IUA IllA 3f116S 442134 560tH ANCHOR CAPACITY TABLE. ad PRODUCT REVISED und7ottD do wkh the Ylodde aap'xwo No Q FIGURE 1: FIGURE 2: ato TABLE NOTES: t210" • • • • BY 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • i�l'roduol Crnarn ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11{111 fIlI 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS 15 ALLOWABLE. `\��pNY LYNN M�ZC� FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. `P OIGENSF •. .jJ CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FO BE USED SHOWN ON SHEETS 21-23.FIGURES SHDW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11 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 490.WOOD SHALL4BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BESTATE OF • 6063-T5 AND SEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �� •.FCORIDg;••'Get .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL p ANCHORSINTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X3.25'X.624 /is��NA� ` ` #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S,OR 410 S.S. MULLION A.LY NIU lM tLeR P.E. FL P.E.#58705 TABLE IiA e „ Muiitan Capacity Table(tbaRt7j y(#( >t Opening Width(forvorticalty-spardag mllnons)or Opening Height(fOrhorizoita%y.spennirp md6ons) �rl+'�' 50 in 64 in 70 in co in 90 in loom ' 120 In 140 n 160 h1 • 0 116 x 3.gd Ratmgvtar Trsp7rtang. Reatongdnr Treptfria09 Rodartgulm iwpTdang. R."."tar iraptrdang. Racmnputar Traptfdana. Racbagotar TralYfiang. Ratlaagatar Trap7tdaag. Ractengutar Trop7dang, Rncta.galar TrapTrfang. 6 0 %624 Loading Loading Loading Laadng L04dirg Loading Loa74g Loafing Loading Loading Laadina Loading LaO.V Loading Loading Leafing Loading Loading �2 Atum.Tubs .s 6_ •s . e.. � ',. € > s ••€H $ •',. •£ -s .�, .5, .< .§'„ •s„ � ',. g Mullen v v o iae <`> 0 0 0 oe u u u o a o taa ci o 0 o i7 u o n ci ue uo ci 5e w :11 A 421n 110.0 620 170.0 475 170.01 744 170.0 1 470 170.0 866 170.0 506 RDA 992 170.0 619 1700 1116 170.0 Ti_ 110.0 1240 170.0 521 170.0 1480 170.0 621 170.0 1735 170.0 Sgt 110.0 1983 170.0 621 0 w 4813 170.6 700 170.0 624 170.01 650 170.0 587 170.0 992 110.0 630 170,01 1133 INA 681 170.0 1275 170.0 677 170.0 1417 170.0 688 170.0 INS U11.0 660 170.01983 tMD 600 1170.0 2267 110.0 680 = _ 50.625 In USA 747 1170.0 $63 170.0 896 170.0 631 USA 1016 IT0.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 170.0 1491 170.0 756 170.0 1793 170.0 756 170.0 2092 170A 758 170.0 2391 170A 756 „'S tY® 0) 7 0 5413 110.0797 1 110.0 612 110.0 956 170.0 691 170.0 1 1116 170.0 754 170.0 1275 170.0 003 1]0.0 1434 170.0 871 170.0 1593 110.0` 0.56 170.0 1913 170.p 061 170.0 22J1 170.0 861 160.2 2403 170.0 861 m 607. 170.01 895 I lick 701 1709 1063 t708 791 1704 1240 17CO 618 110.0 14117 170,0 944 110.0 1594 I70o 696 110-0 1771 I76C 1033 1709 2125 770.0 1063 1463 2153 170.D 1063 129.8 2163 170.0 1063 rO M co W In 170.01 970 1 170.0 715 170.0 1116 170.0 050 170.0 1302 170.0 910 170,0 1409 170.0 1015 170.0 1673 170.0 1076 170.0 1959 170.0 1122 156.9 2050 170.0 1169 134.6 2060 1700 1171 117.7 2060 170.0 1171 LLLI 6613 110.01 971 f trax 700 170.0 Ims 170.0 903 978.0 1761 170.0 1002 170.0 1568 170.6 1086 170.0 1753 INS 1155 110.0 1948 110.0 INS 143.0 t966 170.0 1275 122.6 1966 JNJA 1286 10.2 1966 1700 1286 7213 170.0 1063 I10.0 878 170A 1276 170.0 1009 17a.0 1480 170.0 1128 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 17M 155.9 13M 93.1 1734 160.4 t352 06T 1731 1503 1352 z J gr 0 7614 170.0 1122 110.0 937 170.0 1346 170.0 1080 169.6 1SS6 110.0 1209 147.4 1556 165.2 IRS 131.1 1556 151.5 1266 117.9 1556 141.3 1251 90.3 1556 128.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1216 U Z 78 in 170.0 1151 170.0 957 170,0 1361 tT0.0 1119 155.9 1477 169.3 1246 136A 1471 152.0 122.0 1213 1417 139.1 1206 109-1 t477 1295 1191 903 7477 tW9 1169 Me 1471 like Me 60.2 1477 109.3 1164 Q 901n 142.0 1110 146.6 906 118.4 1110 1239 968 101.5 HIS 107.9 951 80.0 1110 96.3 936 70.9 1110 67.5 922 71.0 1110 00.7 910 59,2 1110 71.3 891 50.7 1110 66.6 078 44.4 1110 62.7 010 Z Q O 9613 117.0 975 120.] an 075 973 1059 B56 03.6 975 88.3 842 73.2 075 78.5 029 66.0 075 71.2 817 59.6 975 6SA 807 48.6 975 SIA 789 41.8 976 523 776 36.6 976 49.3 T67 Q x Z � '- 1081. 82.2 771 04.0 696 665 771 70-7 Z. 58.61 771 61.3 614 SIA 711 64.3 Set 46.7 771 499. 655 41.1 771 44.9. 6461 34.3 771 383 632 29.4 771 35.0 621 25.7 771 32A 612 (!3 5q 0 P, 11113 75.7 730 17.3 661 63.1 730 65.0 650 64.1 730 567 filo 47.3 730 49.9 631 42.1 730 411+112 37.9 730 41.17 611 31.5 770 75.6 600 27.0 730 31.9 589 23,7 130 29.5 681 U-1 4h rh 120 in 59.9 624 st.a 559 493 624 612 560 42.8 67A 44.3 552 31.5 624 �.2 544 333 624 3537 30.0 624 32.2 337 25.0 624 2Z7 519 21A 624 24.6 609 167 624 22.6 Of }C 144 in 34.7 433 35.1 400 28.9 133 299. 395 24.8 dA 259. 390 21,7 433 22.4 J05 18.3 473 20.0 301 17.7 433 IB.2 376 O Sr TABLE 3IB AnchorCapadtyTebleQbtq ANCHOR CAPACITY ADJUSTMENT FORMULA: �§ m�mp tY ANCHOR CAP-„G,,,,_- � � �'� suMtr4te 27x Corcrda 3SkGm0. HIXWwtxtu Fend C6SU P7WOod Ltdd (DP,,,}Xt }=ANCHOR CAP.,,,, 6'16'Elco 1/4'SS Elco 816'Eko 114'S9 Elco 410 sled 012SIMI 812 Slcel MULLION CAP.,_,_ MeharCitp Patterns Mcna type 91G Elco UOrsm 114•EkoUO2con Urimcon S'16'Elto UBmcan v4'FJcouNacOn Ag2e0aor UO2cat Arz0da screw(C6}Scral(GS) Screx{c5} USE THIS FORMULA TO OBTAIN THE*ANCHOR Edgo(XSI=e(ln) 1^ 2-1lY 1 1^ 2-112' 318• 1- 2-1I2, 1' 1 2-11Y 2- 1 3-IM' 2' 0.45• 0.64' 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Enit>e=Wj ta74• 13'4' 1314• 13'4• 2' 1-114' I-v4• 1414^ 1 1-v4' 1414' 1414• 2 148^ 1x76^ 14ales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aneram Q 4.751 hilm QC.I Standard a 01MI Up(Bg,1y 300 lbs 3MIbs 450Ib9 WO To 16441% 270109 280 Bx 3611. 1 740 Me 374 lbs 664 ms 046 ft 341 lbs 442M 560 So OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArchX$Q I AW hlln o.0I61antlOm(a Otket}COD(flg.2} 460lbs 7001bs tl/A IUA RIA RRA 3801bs NIA IVA IIIA IVA WA 6821-08 aB51. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4Awr4m Q 3'idin.O,C./M 2(5 Argle Ceps/IRS,3), 780485 760 Ra 680 IDS 156006 tens lbs 6401. 5601. WA7601. 748 tos Bw roe 181721. 68210s 885 Me 11201. MULLION.IT WILL YiELD A MINIMUM ANCHOR 4Arthm®0.641 titin.O,C.IU Up.Into.IDV Alam.(Fip.4' IIIA IVA IIIA IVA NIA IIIA IVA IVA WA WA IVA t1fA IVA 12671. CAPACITY WHICH MAY BE USED TO QUALIFY 1Arctor7FCBp trig R 195 Ms 196 lb; 225 Me 445 i. 822 rra 135lbs 140 me 3701. lay lbs 3321. 473 Ra 170lbs 2211. 2601. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancrws®1.161MIn.O.CJF-Cep tt80.67' 240 bS 3501. IIIA IUA II/A 14/A 1901ts IVA IUA IUA IUA 3111-09 4121. 660 ms ANCHOR CAPACITY TABLE. PRODUCT REVISED 449 mmpiyI S'with gde I+tarida Bu0dI41g Ogle ,�rry�e t250" AoOep�maFb '•^�J.C1 FIGURE 1: FIGURE 2: Oa.Dvlo TABLE NOTES: • 1)SEE SHEE71 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR MFORMATION iaml oda Pro u4 4ronlr'o ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\\Li i t i t I t/7777 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \�� p ,,.:,••.,, ({ �i� FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. .(- SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 31 r 7!' FqPBEiU USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ Na..7II745 IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND "O to .2-.`L IS W GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL . c 7I 9 � FIGURE q: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE U •, I ATE 0 1111 « 6063-T5 AND 8E A MINIMUM OF.100'THICK.STEEL STUDS TO BE A M!N(MUM GRADE 33 AND4^ANCHORS INTO MTAL SHALL EXTEND AT LEAST 3 SCREW THREADS BL STEEL To BE AT LEAST,125-TH IEYOND HE MATERIAL. • nut #10&#i2 ANCHORS INTO WOOD MAY 8E STEEL,16•8 S.S.OR 410 S.S. 1.26'X 194'X,624' A.LYNN MILLER,P.E. * MULLION FL P.E.#58745 TABLE12A Mullion Capacity Table Ibs/A2 0 � Opening Width(forverflcaliy-spenrirg mUllons)or Opening Height(for horizontally-spanning mUllons) 501n 6013 70 In 80 In 90 in 1000 1200 1101n 16oh -le < Ractan0ular Trep[Mmg. RCctergUlar Traprrdang. RedangWar TWITrieno. Reclan91lar Troprttlano. RealangW. TreprMano. Roclargdor ttaprinbng. RectangNar Trepriaerg. Raclengulu Traprrdan0. Ratengular Trepllxen9. 2 x4x.26 laedrg Loadng Lozdna Loafing Wo am Loafing Load30 Loadng Loafing Loedng Loadng Laadng Laadrg Loadn0 Loafing L-In9 Laedng Loadlg C Aum Tub I Mullion �$ 8a a1 �� '3 a a 8 N ^ b a a as a s a a �� . $, s $ s §� s s � a� �¢ ti.� (5� s� a � a 6� z, �� r s� °� s� b. m CO sr Eo s �a 1 �rc s �� a s� a f� s rc a �� o s a s d`o s� 120 170.0 620 170.0 IJS 170.0 7M 170.0 178 170.0 868 170.0 606 170.0 892 170.0 519 170.0 1118 170.0 621 170.0 1240170.0 521 170.0 1188 170.0 621 170.0 1775 170,0 521 170.0 1863 170.0 521 O 4841 110.0 708 170.0 621 170.0 850 170.0 584 170.0 802 170.0 630 170.0 1173 170.0 661 170.0 1275 170.0 6T7 170.0 1417 170.0 680 170.0 1700 170.0 680 170,0 1883 170.0 880 170.0 2267 170.0 680 LLI 50.6250 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 756 110.0 2391 170.0 756 g U) 54 In 170.0 797 170.0 W2 170.0 956 Woe 691 170.0 1118 170.0 754 170.0 1276 170.0 803 170.0 1434 1170.0 837 170.0 1594 170.0 656 170.0 1917 170.0 881 170.0 2231 170.0 861 170.0 2550 170.0 661 W ca 0� 0 Sol. 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 ,170.0 103] 170.0 2125 170.0 1063 170.0 2479 170.0 1067 180.8 26W 170.0 1063 Cl) rn 83 N 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2653 170.0 1171 145.9 2653 170.0 1171 $ 681n 170,0 874 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1006 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2378 170.0 1276 151.0 2437 170,0 1288 132.9 2437 170.0 12W C 721n 170.0 1063 170.0 878 170.0 1276 170.0 1009 170.0 1488 170,0 1128 170.0 1700 170.0 1228 !70.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 218/ 170.0 1466 124.8 2184 170.0 1528 109.2 2184 170.0 1530 z 7613 170.0 1122 170.0 837 170.0 1318 170.0 1080 170.0 1570 170.0 1209 170,0 119d 170,0 1322 165.1 1960 170.0 1121 148.8 1960 170.0 1605 123.8 1960 181.8 1518 108.1 1860 154.0 15]6 92.9 1880 152.7 1531 j d I 19Z f 78 In 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1812 170.0 1369 152.7 1861 170.0 1474 137.4 1861 163.1 15M 111.5 1861 147.] 1173 88.2 1061 ODA 1459 65.9 1681 137.6 1454 Q C1) �. 901n 170.0 1328 170.0 1144 148.1 1398 156.0 1218 127.8 1388 136.0 1188 111.8 1398 121.3 1178 88.4 1398 110.2 1162 69.5 1396 101.8 1147 74.5 1398 99.8 1122 87.9 1396 82.7 1105 55.9 1398 78.9 1086 Z J Q cl 96 In 147.4 1229 151.5 1098 122.8 1228 127.8 1070 105.3 1229 111.2 1061 92. 1229 88.9 1011 81.9 1229 91.6 1020 73.7 1229 82.1 1016 61.4 12N 72.2 913 62.7 1229 65.9 977 46.1 1229 62.1 967 F Z Co 0 10813 103.5 071 105.6 817 86.3 971 89.0 86Z 74.0 871 77.2 819 64.7 971 68.1 BJ7 57.5 871 61.8 D25 51.0 97t 56.5 816 43.1 971 19.0 788 37.0 871 14.0 782 32,1 971 b.8 771 rn N r5 [IN 11113 95./ 919 97.3 812 78.5 BIB 81.9 819 88.1 919 70.9 806 59. BIB 628 784 5].0 919 58.7 784 /1.7 819 61.8 771 39.7 919 14.8 768 74,1 919 40.2 742 ZB.B 918 17.1 732 WX 12013 75.6 788 76.6 716 62.9 788 81.5 705 53.9 786 55.0 685 47.2 786 I9.{ 688 41.9786 44A 877 777 788 40.5 608 31.5 788 34.8 843 27.0 788 31.0 6{i 21.8 780 28A W1 'C 1H In 43.7 548 412 6D{ 36.4 518 37A 498 31.2 518 31.8 481 lie 668 282 465 24.3 548 25.3 479 21.8 516 22.8 174 10.2 618 19.5 484 15.6 616 17,2 155 13.7 648 15.5 418 U N O Z s 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: a Anchor Capacity Table(Ib6) ANCHOR CAP,,,,,,,,, _2.7kCrcde 35kC-. WowGrIU F10edClAU PTW00d Metal (DP)X ANCHORCAP... �.� 91S Elto L4'SS Ek 916'Eko 114'SS EICo 070 SIef3 012SIMI 912 Vast Anehor Cllp Petteme Mcaa lype'' 3r16'Elro Ullrsan 111'Eko U82c00 3'16•Elco UBracal 114•ECOUR"Coll Unlacon AggeOEk Unracca /4'SS alor Sc2W(G6)Scrav(GS) scrnv(05) USE THIS FORMULA TO OBTAIN THE' H Edge DIMame pn) 1" 2-U2' t• 2-vz 3.116• t• 2412' t• 2-U2' r 3.1/8' 2' 0.46• 0.64• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN ro' Embrnl on) fa1�a• 1614' 1.314- z• 1-114' 1.114• 1-1r4• 1.114' 1-114• 1.114• 2^ tyre• ta'e' rates ACTUAL PRESSURE REQUIREMENT FOR THE edn 2AWC 04.75'1A1n O.C.l SlaWard orONsl CUP(Fig 1621 390105 390 Its 450 lbs 0901bs 1644 IDS 270 IM 280105 354Ibs 740105 374109 6641bS 046 Its 3411Ds 442 Ba Seo ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcbas®2.6B•MN O.C./SIx1d5N(a Oftel)Up(R9.3) 740 lbs 740 rm 630 IDs 1465106 7424 lb. IIIA Sag fm N/A 6951Ds N/A eDD Itxi IDA �zms eat Ibs 1120IDs CAPACITY(FROM THE TABLE)OF THE SELECTED 6ArcbU5®1.71•MIn O.C./SlalOaN(U O(MI)COp(Flg.4T 8651D9 OFAI 7581bs 1946lbs IIIA IIIA 70516 NIA 7991D3 NIA IUA IUA 102210.4 132710.6 160710.3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arctnrs®3'Min.O.C,I(1)2<S Argle Clips/(Flg 6) 780109 7 09 69p I0s 158)Ihs 1886 lbs 0109 58)106 N/A 76010.$ 748 109 BBO Ibs 1802109 682105 885106Mi6eallbbs CAPACITY WHICH MAY BE USED TO QUALIFY 6 AmMaQ 8.610.O.C.I M 215 Argle Gips/(99,6) 1170106 1170Its WNW 2340 ten 2844 ib7 81 s 840131 IUA 1140 IM tt22lbs 13211bs 2838106 1022lbs 1327106 ADDITIONAL ANCHOR OPTIONS FROM THE 3Arclprs®1.36'IAN.O.C.I UC9p.In10.12S A1u10.(Fp.7) N/A IUA IUA IUA NIA 111.0 IUA IUA WA NIA IUA IUA NIA IUA ANCHOR CAPACITY TABLE Arciala®0.61'IIIn.O.C.r Ucup,Into.l2S Alum.lFp.B} IUA IUA IUA IUA N/A IIIA tllA IIIA IUA 11/A IUA IUA NIA IUA 's ODUG4RBViSHD 2AnOt 4D266'MinO.CJFCOpMgg) 370101 37096 3151Ds 743106 712118 HIA 280 Bs NIA 34BIDs II/A 440109 IUA 311 IDs 112®5 IYmYNd1111beF1ot{da. 3AWW 411.71-MIR.O.C./F121p(F79.10r 443106 525106 379106 073109 111.0 IIA 353106 IIIA 3DDIW IIIA IUA IUA 611109 VAoc �� ruCl7lanW No O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, oaDaw CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE 2: FIGURE3: FIGURE4: 2.000' land ad*Product Contral • • • • • o • TABLE NOTES: 11111 1 1 1 1 f • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR 7/ GENERAL INSTALLATION METHODS. �\'��O'�41GENSF '•�F�Q �� FIGURES: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. \ '•-%r �_ • • o • .250' 4.000• �� N0.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT SHEETS 21-23.HOLES TO BE DRILLED IN • • • • LOCATIONS FOLLOWING THE FIELD WING DIMENSIONA RESTRICTIONS SHOWN ON SHEETS DIMENSIONS,1.23.FIGUR S SHOW SUGGESTED,APPROXIMATE HOLE - L d' 0•'.• STATE O- FIGURE 7: FIGURE B: FIGURE 9: FIGURE 1D: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ' 'n '•.F(OR1D�.•' a • [1] (FIGURES586) (CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITHAN SGOF 0.55.MUST BE USED ALUMINUM SHALL O 6 TOAAND BEA WINIMUM OF BEPTHICK.STEEL STUDS TO BEA MINIMUM GRADE 33ANDSG THICK(16 2'X 4•X.25'MULLION �r is1S,�dNA�-'� '�' IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A,LYNNIMILLER,P.E. • THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E,#58705 TABLE13A p� Mullion Capacity Table(Ibee) 6b Opening Width(foruerficaly-spantng mullions)or Opening Haight(for horizor/alft sparvirg mufiions) "3 601n 601n TO in Bob 901n 1001. 1201n 1401n 180 In ��•�` ¢ Reclengular TreplTderq. ROCla.galaf Trepmdang. Reclengul[v TrepfOfeng, Raclengdar Trep/Tder�g. Rxlenguler TrepRdeng. Reoadaler 7iL-lingg. Rectangular Tmoadsng. Roclongular TLoadnng. Reoading TreplTdrta 0 00 2X6 X,26 Loadrp Loadm Loadng Loadog taedng Load.0 g. loadna LaadnD Loading L.edng Loadrq LoadnD Loadrg Lnedng Lowing Loafing Loafing Loafing 4 Alum.Tubo A -r6 z.. •a a vr. a'. -� ,. Mullion a ail - � .2. a >x �� a�, g �� IL 'fl ��, >L a >� o a� a x 04 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 a8a 170.0 506 171.0 092 170.0 510 170.0 life 170.0 521 t70.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1981 170.0 521 :3 W 48 In 170.0 708 170.0 524 170.0 650 170.0 584 170.0 982 170.0 830 170.0 1133 170.0 081 170.0 1275 170.0 077 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1981 170.0 880 170.0 7287 170.0 We J W 50.6251. 170.0 747 170.0 563 170.0 Sot 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 756 170.0 1793 170.0 756 170.0 2082 170.0 756 170.0 2391 110.0 756 2 2' r17 541n 170.0 797 170.0 612 170.0 956 170.0 691 110.0 1118 170.0 754 170.0 1275 170.0 903 170.0 1434 170.0 817 170.0 1594 170.0 856 170.0 1013 170.0 881 110.0 2231 170.0 Bill 170.0 2550 170.0 881 W M 601n 170.0 885 170.0 101 170.0 1063 170.0 787 170.0 1240 170.0 078 170.0 1417 170.0 014 170.0 1504 170.0 998 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 170.0 2833 170.0 1063 F J 811n 170.0 830 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 840 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1559 170.0 1122 170.0 2231 170.0 1168 170.0 2003 170.0 1171 170.0 2875 170.0 1171 68 in 170.0 074 170.0 780 170.0 1189 170.0 903 170.0 1381 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1288 170.0 MIT 170.0 12M T2 In 170.0 1081 170.0 878 170.0 1275 170.0 1D09 170.0 1488 170.0t7. 0.0 1700 170.0 1718 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2875 170.0 1528 170.0 3400 170.0 1530 j W 781. 170.0 1172 170.0 B3J 170.0 1348 170.0 1080 170.0 1570 170.070.0 1791 170.0 1322 170.0 2018 170.0 1421 170.0 2211 170.0 1505 170A 2892 170.0 1619 170.0 7140 170.0 1691 170.0 3588 170.0 1705 ..1 d o rc'Z Q J a� 781. 170,0 1151 170.0 06'7 170.0 1381 170.0 1118 170.0 1811 170.070.0 1812 170.0 1389 170.0 2072 170.0 1171 170.0 2302 110.0 1584 170.0 2787 170.0 1700 170.0 3221 170.0 1777 170.0 3981 170.0 1788 901. 170.0 1328 170.0 1111 170.0 1581 170.0 1328 170.0 1858 170.070.0 2125 170.0 1653 170.0 2381 170.0 1783 170.0 2858 170.0 1818 170.0 3188 170.0 2125 158.0 3411 170.0 2273 138.5 3113 170.0 2381 QZ ZZ BB in 170.0 1417 170.0 1232 170.0 1700 170.0 1431 170.0 1883 170.070.0 2287 170,0 1781 170.0 2550 170.0 i9R 110.0 2877 170.0 2085 180.0 3189 170.0 2338 137.1 3198 168.8 2470 120.0 1199 158.1 2128 a;IQB In 170.0 1581 170.0 1409 170.0 1813 170.0 1867 170.0 7231 170.070.0 2550 170,0 2078 181.6 2761 A72.31373 C12 181.0 2311 123.8 2761 110.1 2281 105.8 2781 125.8 2231 B2.T 2761 118.0 2180 N1111. 170.0 1818 170.0 1154 170.0 1888 170.0 1700 170.0 2291 170.070.0 2821 170.0 2118 151.8 2872 148.4 2218 111.8 2872 126.4 2186 87.6 2832 115.1 2120 85.1 2812 108.3 2088 X 1201. 170.0 1771 170.0 1568 170.0 2125 170.0 IBM 164A 2252 158.835.1 2252 141.4 1964 120.1 2252 118.1 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1818 87.8 7262 81.1 1868 ~ QX1M In 125.1 1564 128.8 1445 164.3 1581 106.1 1425 89.1 7584 01.582 1584 80.7 1190 69.5 1584 85.7 1358 52.1 1564 Sfi.O 1330 61.7 1504 48.2 1305 Sg.t 1561 41.4 1283 D.i 1`TABLE138 ANCHOR CAPACITY ADJUSTMENT FORMULA: 90 s:0 Anchor Ce acit Table Ibs €�w� ANCHORCAP.,„,,,,� 9�� &Wmte: 2.7k Coxrelo 3.5k Caw. Ikllav CMU Fliled CAtU PT Woad Melel (DP,)X( )=ANCHOR CAP.,w 5116'Eke 111'SS E-5116'Elco 1/6'SS Eko OIG Sleel OI2 Steel 012 Steel MULLION CAP.,,u,.,y Anchor Clip Patterns AnchorTypo Yt6'Eko UIIra4on 114'Elao Ullra<m Ylfi•Elco UlDxon 1!4•Eko Ullrecan UlOxon ALL t. Uarecon ApgreOela earew(05)strawt.1 Sorer(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DIM-(1.): 1. 2.1/2' 1• 2112' 3118' 1• 2.112' 1- 2.12' 2' 3.118' 2' 0.48• 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmmtgn7 1.314' 1-Y4' 1•Y4' 13!41 7 1.114' 1414• t-1/4' 1-114' 1.114' 1.114• 2' 1318• 1-Y8' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2A.hm Ad.76'Min.O.C./St.14adaOO,etMpn.i62} 3901. 3901bs 450s 890 16441bs 270 Ibs 2801. 3M lbs 7401. 3741. 664 1b, 946 lbs 3411. 442IM 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnchmA 4.68'Alin.O.C./Standard WOGsel)Clip ffq.3T 7601. 7801. 0001. 17801. N32 lbs 540 Ibs 5601. 7081. 14801. 7481. 1272lbs 18921m C621. 8851. 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED SAnchm @ 1.71'Mim O.C.1 Standard(ar0Tse0C6p(Fig.47 11801. 14001. 10101. 25951. WA WA 9401. WA 10651. WA WA WA 1363 lb, 17701. 22401. MULLION.]TWILL YIELD A MINIMUM ANCHOR 4 Anatwra A 3'MIn.O.C./2)215 Angle pips I(Fig.5): 7e01. 7801. 6801. 15801. 1806 Ibs 54D lbs 560 W WA 7601. 7481. 8801. 1892 ft 6821. 9851. 11201. CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anctors A 36 Min.O.C./(2)2x5 Angte Cops I ft.SI: 15601bs 15601. 13601. 31201. 37921. 10601. 11201. WA 15201. 1496 i. 17601. 37841. 13631bs 17701. 22420 I. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Amrwn A l.S'Min.O.C.1(2)265 kolo pips I ft.7): 160016, 21001. 14401. 37801. WA WA 132010, WA 15001. WA WA WA 20451. 2854 the 73601. ANCHOR CAPACITY TABLE. RODUCfRBVISED 4 AmIKKs®1.34'Min.O.C.I U1tllp,Into.125•Atm.(Frg.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 r. 2omply1cl;whb LbaFiorida 8A. A O.e41 b11n.0.0.1 Liglp,W..125'Atm.(Fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2861 Ns )--2.000'--1 ugdissg Cbdo _�1AO5 2 Anchors A 4.88'Ml.O.Cl F•Ctip(Fig.10): 3901. 190 Wa 1501. 890 I. 816 IM 2701. 2801ha 354106 7401. 3741. 83810, 0461. 341 1. 4421. 5601. loapbXlCs No ..LLl1 4AmbomAt.T1'MIn.O.C2F-Cep(F19.11): 5901. 700Iba 5051. 12981. WA WA 4701. WA 533 Ns WA .WA WA 6821. 8851. 11201. DfltC .250' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: `Miami Dade Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9:FIGURE t0: FIGURE 11: t 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 AND/OR OPENING WIDTHS IS ALLOWABLE. `;\��-'�\GEtiS�''•F'P • • • 6.000' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS ='r1' No,58705 • • • • • . • • 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 �„O•. -`-�/I A 'S �.1` • • • • • • ••• • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED STATE f `U` (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED COR1 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'MUSTBE • • • • • USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TON PAIRS. BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 6•X.25' A.LYNN�ILiLER,P.E. THREADS BEYOND THE MATERIAL.410&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A Mullion Capacity Table Ibstfe Opening Width(fortsNcaly-spennirg mUllons)or Open Ing Haight(for hodz4Melyspercing mulions) vvu�777x� 501n 601n 701n BO In 901n 1001n 120 In 1401n 1601n ST O Reclargoiar TWITdarg. Reolarggw Trap77dang. Rectangular TrepRdetg. Reclargular Trop7darg. Reelan9ulsr TraprMang. Rectangular 'Twp/Tdarq Reclan9ular Trap/Tdarg. Rectangdar Tnprrdana. Reolangular Trap/Tdang. a aY 1.28"X 2.11" Loadln9 Loading LoaWng gLoadlrg Loading La Ung LoaCngg gLwding laadlrg Loadi19 Loadn9 gLwdirq Leading LoadBg Loadkg Loading Loadlrg Loading x.126"AM N Tube Mull o �° � 421n 144.2 526 167.0 428 120.2 526 148.9 419 103.0 528 138.9 414 901 528 134.8 411 80.1 626 134.1 411 72.1 We !134.1 411 60.1 526 134.1 411 51.5 528 134.1 411 45.1 526 134.1 411 J W 481n 86.6 403 10&0 333 80.6 403 94.7 325 69.0 403 80.4 320 60,4 403 81.4 347 53.7 403 79.1 315 4e.3 403 78.6 314 40.3 403 78.6 314 31.5 403 78.8 314 30.2 407 78.6 314 J = 60.6251n 823 362 91.0 301 666 362 79.3 294 58.8 362 71.9 289 61.6 362 67.2 286 45.7 362 84.8 284 41.2 382 87.8 283 34.3 382 67.6 283 20.4 362 67.8 2BJ 25.7 382 Gf.6 287 n Cn o 641n 67.8 318 74.1 267 58.5 318 64.2 261 46.5 318 57.7 256 42-4 318 53.5 257 37.7 318 $0.6 250 33.0 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 LM M 0 601n 48:5 250 57.1 219 41.2 256 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 268 34.9 204 24.7 268 .33.4 203 20.6 258 32.2 201 17.7 268 322 201 15.5 258 32.2 201 H (0 J J 631n 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 267 234 31.6 189 23.7 234 29.4 188 21.4 234 250 184 17.8 234 26.6 183 15.3 734 26.5 183 13.4 234 26.5 183 d 661n 37.2 213 39.4 107 31.0 213 33.7 179 28.5 213 29.0 176 23.2 213 27.0 173 20.8 213 251 170 18.8 21J 23.7 168 15.5 213 22.2 187 13.3 211 220 168 11.6 213 23.0 168 Z rn m$ 72 In 28.8 179 30.1 155 23.9 179 25.6 152 20.4 170 22.5 149 17.9 179 20.3 147 15.8 179 18.7 146 5 7W 7fi in 24.3 161 25.4 1d0 20.3 161 21.6 137 17.4 161 19.0 135 152 161 17.0 133 J 22-2 781n to z 225 152 23.5 133 18.8 152 19.0 131 16.1 152 117.6 125 Q N F•- r Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Obs ANCHOR CAP. X -Z do 31D4Uale: 2.7k Concrete 3.8t CCOc. R06ow enlu Flgea cLfU PT Wood Iddd (DP)X( )=ANCHOR CAP.,,, 5/16'Eko 1/4'SS Ekd 6116'Elto 114 SS Eko 010 ted 512 aleeI 1112SIeel MULLION CAP.,p,,,,,v, (n Anchor Type 3.16•Ekouitxen 1/d•Elco uitrecon 3/1GEko U6recon 114-Eko UlloCon USE THIS FORMULA TO OBTAIN THE'ANCHOR N AnchorCllp Patterns VNaom AggaGalar Ultram AggeGator Screw(G5)&f.(G5) screw(G5) w X Y Y Edge Dlslame Ont t• 2-t2' 1• 2-12' s-va' r 2•tn• 1• 2-12• 21 ave• r 0.48' 0.54• 0.324• CAPACITY REWIRED'CORRESPONDING TO AN (A U) Emomnrnt lin) 15'4• 13/4' 15.4' 13/4' r t•v4• 1-tr4• t•v4• t-vd• t-tl4• 1-vd• r 75r8• lye• sodas ACTUAL PRESSURE REQUIREMENT FOR THE U 04 Q 3 4Arclws�359n.o.c.e )25Ar0eTL rtFatT 7B91m 7BOlos 66V"4' t Wlos t�sfce 640 Ds 601os wA 7w los 74alos eaolos te921e4 68215s Bas os 143o1m OPENING,WHEN IT IS LOWER THAN THE MULLION Q ZWO CAPACITY(FROM THE TABLE)OF THE SELECTED d`n 0 MULLION.ITWILLYIELD A MINIMUM ANCHOR � � '� CAPACITY WHICH MAY BE USED TO QUALIFY y �� 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, I OVIsho '111 uvi IbePIOr(da SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. uildip4 3ng Code 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. wrytanw Exp a fl FIGURE 1: > li 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. :.51am1 1�o Product Control 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,116' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I 11111 111I l l//7 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED IL •125' ...... CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED `P��O' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125' F THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28'X 2.11'X.125'MULLIONx` LEAST 125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ No.50705 EA THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. : T'E' FFl "<omo1.. � _ /ONAL G�G. ,''//1111 L111, A.LYNN MILLER,P.E. FL P.E.#58705 TABLE15A Mullion Capachy Table lbsltt2 s n �' Opening Width(for wrOralVspamh7gm(Ikons)or Opening Height(for horizontey'-speMrgmt111ons) 50 In 601n 70 to 60 in 9O In i001n 120 N 140 N 1601. O Reetangufar ttaprTaang. Reelan0ider hapRdano. Ractanguler 7rn(JiHnng. Recteng�4ar Trap7Taang. Raetangtar Vapridong. Roetangufar Tre7Yraang. Rectangulu Trop?dang. R4atanguler Traptidang. ftmEangutar 7raptfdang. 4 3,26"30 Loading Loading Loafing Losdng uAng Loadpg Loadng tondng Loading Loading Loafing Loafing Leading Loafing Loadng Loafing Loadng Loafing o2E g DEO,AL F F F BAYMULLLO T-Id'17,-Wia c� cR 5 c� s5 c� 3 I " . u8 cS a cS s s s € s s sE s s s rn fD ►- U) 421n 170.0 620 170.0 435 1TOA 744 170A 418 170.0 068 170.0 We 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 '170.0 $21 170,0 1488 170,0 521 170,0 1735 170.0 52f 149,1 1740 170.0 521 n tll 401n 170.0 709 170.0 524 170.0 850 170.0 584 110.0 092 170.0 630 170.0 1133 170.0 661 170.0 7275 170.0 677 170.0 1417 170.0 680 152.2 1622 MA 660 130.5 1622 170.0 660 114.2 1522 170.0 660 � = m in 50.625 N 170.0 741 170.0 561 179.0 898 170.0 631 170.0 1046 170.0 684 170.0 1I85 770.0 723 170.0 1345 170.0 7<7 11882 4443 176.0 756 138.8 1443 174.0 760 117.3 1443 1170.0 756 102.6 1443 170.0 766 W b° a &In 170.0 791 170,0 612 170.0 956 170.0 691 170.0 111fi 170.0 751 170.0 1275 170,0 603 160.4 1357 170.0 837 141.1 1153 170.0 658 120.3 1357 170.0 861 103,1 1351 170.0 681 90.2 iJ51 170.0 681 m M 60 In 170.0 665 170.0 701 170.0 1063 170.0 787 167.0 1218 1170.0 878 148.1 1216 170.0 941 120.9 1218 159.8 930 110.9 1218 152.1 924 97.4 1216 148,1 913 83.5 12te 148.1 013 73.1 1216 146.1 813 i- O J 83 N 170.0 910 174.0 745 170.0 1116 170.0 850 1601 1150 788.8 831 131.4 1150 151.0 014 116.8 1150 141.8 698 105.1 1150 134.2 a85 81.8 11150 128.7 871 76.t 1150 126,2 870 65.7 1160 126.2 870 a m C601. 170.0 974 I70A 789 1524 104a 185.6 001 130.6 1048 1466 084 114.3 1046 133.1 650 101.6 1048 123A 439 91A 1048 116.6 630 76.2 1048 109.4 621 65,3 INS 108.2 818 57.1 IOU 108.2 818 72 In HOA 860 147.9 764 IIIA 860 126.0 748 100.6 080 110.8 734 68.0 SW 11WO 722 702 860 02.0 712 70.4 680 882 703 58.7 680 78.2 693 50,3 880 18.5 688 44.0 880 76.4 688 --i a LU g Jo L 76N 119.7 700 t2S.t 690 99.6 790 1106.4 678 83.5 790 93J 663 74.8 790 919 852 88.5 794 78.8 863 Ss.s 780 71.7 639 4sA 780 65.1 624 42.8 790 82.1 Big 37.4 790 6L5 817 t„ z tE 78 N 110.8 750 116.6 657 92.3 760 98.1 644 79.1 750 85.9 632 69,2 750 77.1 621 81.6 750 70,8 812 65.4 750 65.7 605 46.2 750 59.4 694 39,6 760 66.2 686 34.6 750 55.5 588 90h 72.1 663 74.4 500 60.1 563 62.9 491 61b 663 54.0 483 45.1 603 48A 475 40.1 603 44.4 4ee 38.1 663 40.9 402 30.0 663 362 462 25A 581 33.3 445 22.6 661 311.0 442 m a- t- to m oo a 9610 59A 495 61.1 443 49.5 495 $1.6 435 42,4 495 44.8 427 37.1 495 38.8 421 314 495 38.1 416 28.7 495 312 409 24.8 495 29.1 400 2t.2 495 28,8 394 18.6 495 25.0 390 a 1081n 41.7 391 42.8 353 344 391 35.8 348 20.6 391 31.1 342 28.1 391 27.6 337 23,2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.0 391 17.8 315 11111 fL ttt to 38.4 370 19.2 335 32.6 370 33A 334 27.5 374 28.6 325 24.4 170 25.3 326 .21.4 170 22.8 378 18.2 370 20.9 1!2 78A 370 18.1 303 Q 120 In 30.4 317 30.9 289 26.3 317 26.0 284 21.7 317 22.5 280 79.0 Ji7 18.0 276 16.9 317 17.9 273 U O Q 1N In 17.8 220 17.8 203 d$M U0 TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: a>� An horCapacitv Table Ibe) --- �-b sume.fe: 2.7k Cororete 3.6k Cara. HolIm Mu Ff9ed CAIU PT Wapd Motet (Dp<)X t ANCHOR CAP.,,,.,,,:,,,\=ANCHOR CAP... 7J18•Eka 1f4"SS Eleo 5118'Elco 114'SS Elco 010 Steel 912 Steel 912 Steel `MULLION E,F" Anchor Type: 3116°Eko Uitrue. 114'Eko Ultracan 3118"Eka Ultmcon 114'Ek.Ultram Anchor Clip Patterns u17,acm AggrcOator ugmeon AggraOator Serew(35}sorew;CSy Scrax{o6} USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 18slaae rm}: 1' 2.42" 1' 2-11z" 3-118' 1" 2-fn" 1' 282' 2' 3418' 2- 0.48' 9.54' 0,324" CAPACITY REQUIRED"CORRESPONDING TO AN Embednant M7 1.316" 1.374' 1.314• 1-314' 2' 1-574' 1-174" 1-1174' 1-114• 1.114" 1-174" 2" 1Jt6• 1.3x8" tortes ACTUAL PRESSURE REQUIREMENT FOR THE - 2Aah0ra®5'MN O.C./(2)2x5 Angb Gips/(Rg.1 390 ibs 3901bs 450106 8901bs 77000x5 2701bs 280166 354!h5 748Ibs 3741bs T20Ibs 9491bs 341 fh9 4421bs S001bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4AahmA§36'MIn.0,C.7(2)2x5 Angle Gtpa I ft,2g 780 tW 780lGs 780 tW 16797os 2525 ass 540 Fbs SW itu WA 1/26 its 7-001166 86078. 1892 lbs gibs 885 tt>s 11200ss CAPACITY(FROM THE TABLE)OF THE SELECTED e Anchors®2.77"MIn O.C.I(2)2x5Angla Gips!(Fig.37 1120166 1120166 956166 22481hs 2254166 WA 840166 WA 1059 i8a WA 1320166 WA 1022Ns 1327166 18801bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODULT REVISED FIGURE 1' ANCHOR CAPACITY TABLE. dcatrf ISS,with t��hfo__Nic da ^� TABLE NOTES: uTdll 80cdc j -- cft ' • • 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. ., farm ado batmt FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. {t1i 111 t/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125" ,\�� ANY LYNN Rt 7i f • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIM3MENS{ONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��,.•• '" /C it FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -30° ; P�•.• t�GE1JSF'•,�F,p )i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' No.50705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .ne�... _ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125" - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEN.TO BE AT 30°BAY LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION Ute'., ST • • THE MATERIAL-#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-85-S.011 410 S.S, ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. `711: A.LYNNIINILL�R,P.E. FL P.E.#58705 TABLE16A N A Mullion Ca as Table Iba71t2 Opening Wldth(for oerticagy-spar" MURons)orOpening Height(for horizonlalyaparvingmUllons) �Q! SO In 6014 1014 50 In 9014 10010 t2o to 140 to tee In L, F O ReCtanprtar Treprrden0. Reclangule, T.P116800. Rutsngater Dwrdarg, Reelanow Toptldang. Rectangular Tteprrrimg, ReetengUor TrWTdang- Rectangular Trap+Tdang. ReClangtiar TraptTem Reetangrlu TmATdeng. oi5 DEG.A3.26"48 Lcadng Loafing loednp Loafing 1.0-4.3Loadnp loafing Loatinp Loadbg Leming Lmdno Loading Loading Loafing Lmdng Loafing Looting Loafing S a � a r n 2> 2> r r r r F y BAYMULAYMULL s fid Mg s �� 1s TH � :x_ 9L 421n 170.0 520 170.0 435 170.0744 170.0 478 170.0 888 170.0 600 170.0 092 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 173S 170.0 521 160.3 1071 170.0 521 481- 770.0 708 170.0 524 170.0 8511 170.0 504 Do'o 992 170.0 we 170.0 1133 170.0 601 170,0 1275 170.0 677 170,0 tU7 j170.0 850 183.0 1837 170.0 680 140.3 1877 17p.0 880 122.8 1637 170.0 880 a 2 50 625 to 17001747 470.0 6aJ 470.0 896 170,0 831 179.0 1048 170.0 881 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 '170.0 758 147.5 1552 178.0 758 128.4 7552 170.0 7$0 110.4 1552 tt0.0 758 g a o 5414 170.0 797 170.0 812 170.0 058 170.tl 881 170.0 1116 170.0 754 170.0 1275 170,0 003 170.0 1434 170,0 837 1662 1455 170.0 050 129.3 1455 170.0 BBI 110.8 1455 170.0 Sgt BT.O 1455 170.0 881 a O LU (� (0 69In 170.0 885 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 578 ib7.1 1709 170.0 Bd4 138.1 170.0 170.0 908 125.7 1308 163.5 084 ta4.8 1308 157.1 882 69.8 1349 157.1 052 78.5 1309 157.1 882 t- L1 � J 83 to 170.0 930 170.0 745 170.0 1148 170A 850 182.9 1247 170.0 940 1425 1247 754.5 983 128.7 1247 Me 965 114.0 1247 144.3 952 95.0 1247 1362 036 81.4 1247 135.1 035 77,3 1247 135.7 835 .L.- w { 6814 170.0 074 170.0 780 1700 1189 1700 003 148.4 1190 103.7 915 128.0 1190 147.0 945 115A 1190 138,6 028 103,8 1too 128.4 914 80.0 1190 119.5 005 74.2 1180 118.7 093 64.0 1180 118.1 093 z_ o- 6814 7214 161.6 1010 169.8 877 f34.7 lett) 144,6 8S9 f15.4 1010 1272 842 101.0 1010 114.7 823 60.8 tato 105.0 all 80.6 fate 88.8 807 67.3 1010 60.8 795 S7.7 1010 81,8 700 50,5 1010 87.7 760 g�p° ,yL$', W 78N 137.4 890 143.8 792 114.5 808 1229 775 98.1 goo 107.1 Tet 05.8 008 08.2 749 70.3 006 88.2 7$8 se.1 We 62.3 729 $7.3 908 74,7 718 49,1 we 71.2 Tt0 428 906 70.8 708 Q 7514 127.1 801 1125 754 105.8 861 112.5 738 80.3 801 83.6 725 79.4 081 80.5 713 70.6 801 81.0 703 67,5 881 76A 684 63.0 881 68.1 661 45A 881 64.5 675 38.7 861 63.7 672 '- 001n 827 645 85.4 574 609 648 721 564 59.1 045 0" 654 51.7 648 SOA 545 45.0 848 60,9 537 41.4 818 47.0 530 34.5 648 4t.5 519 29S 648 38.2 Sit 25.8 648 38.5 607 m C' 911, 882 688 70.1 508 65,8 580 59.1 488 48.7 588 51.4 401 42A 580 45.8 483 37.8 586 41.4 478 34.1 588 38.1 478 20A 568 33A 450 24.3 568 30.5 452 21,3 We 28.7 447 � W 00 1081n 47.8 441 48.8 405 39.9 MB 412 399 34.2 449 35,7 303 29.9 M9 31.7 357 28.0 449 28.6 382 23.9 HB 28.1 tin 20.0 440 22.7 380 17.1 N8 20.4 301 1b.0 449 18.8 358 W w S111n 44.1 425 45.0 385 38.8 425 37,9 379 31.5 425F25,8 373 27.6 425 29,1 307 24.5 425 262 382 22.7 i2S 24.8 35b ie.i 425 20.7 350 tS.B 425 18.8 343 D.' Lty 6Y Y 12014 34.9 384 35.5 331 201 384 2g.B 326 24.9 381 321 21.8 J04 22,8 J!7 IeA 3$4 205 313 17.5 384 18.7 309 U Q Q O 14414 202 25J 20.4 233 16.8 253 17.1 230 Q-.•cf• TABLE 16B g= m0 s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: - 0'°'rY AhchorCa Capacity Table Jibe) jANCHOR CAP.,,,,,,,,°, 1-3 Su0s9eta: 2.7kCmcrtta 3.5kCorro. HottavGtiU Filled CMU PTSYood mew {DP,m)X1 )=ANCHOR CAP,,,, 918'Eko 1/d'SB Eko 6118'Elao 114•SS Eko 81091ee1 812 feel 312 Sleel MULLION CAP.,,.,,,,,, Anchor Cil Patterns AnC4ortypa: 3/16•EkolAfreem iN'Eke Ultracen Uibacw 3/f8'Elc0 to 9jq 174'E140498ecan P A90+ooator Nrrecon A09re0ata sCrew(GS}screw(G5} scraw(c5} USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge dsfence pn}. 1' 2.12' 1• 24M J•tl0' t' 2-fl2' i• 2.12• 2' 3-1/8' 2- 0.48• p.5d' OA24• CAPACITY REQUIRED"CORRESPONDING TO AN Emt+adnent pny: t•3td' 33x4` tato• t-3r4' 2' 1-174` 7-1ti• 1-714• 1.114' t-ltd• t-itd• 2' 1078' lata• udties ACTUAL PRESSURE REQUIREMENT FOR THE 2ArKtars 495•Mia O.C.!(2)2x5 Angle CNAp 7(Fq./): 390lbs 300Ibs q50 ros BBO fos 17001os 2701bs 200Ibs J64ID9 740las 374Iba 72010s 846IDs aft ms 442IOs 560h OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anatwrs�3.5'kttn O.C.t(2}2xSA4pte CTips tiFip.2]; 7801hs 780(bs 790las 16701bs 2$25 the 546 t0a 6691bs wA tt201� 748 ibs 8B8Ebs f892fbs 682[60 886 fbe 4129 tos CAPACITY(FROM THE TABLE)OF THE SELECTED 6An MS92.71•kff0.0,C.1(2)2x5Angle CBpa/IN 3): 1120lbs 1120 ros 958@0 22481ba 22541bs wa 61orox wA foss lm wA 1320 ms wA 1022 lbs 13271bs 168olba MULLION,IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE R FIGURE 1: ANCHOR CAPACITY TABLE, a coniplyin9 with the FI0d Building Cell,it - n TABLE NOTES: Awa9trncvhfo.l. V Data 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. t `- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By MtemS�Fte6tttiCenisoi "r FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111 t t 111 t l7T 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \ ........ • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125`QAY7 ,y'�`�.•1,10 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. A)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATEDYELLOW SOUTHERN +. r = • • • • NEWITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126" TH CK.S7EEL SIU S TIO BE A MINIMUM GRADE 33 AND Q45'THICK(18 GAUGSTRUCTURAL ST EL TO BEAT .'O ' �-�(S :'Ul LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ' STATE F Ct!THEMATERIAL#10&912 ANCHORS INTO WOOD MAYBE STEEL,18.8S.SOR410S.S. �:�'<` '•.,FCORtO�.•' 1�:w (�s SCG�. ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. �%NAL A.LYa UfILLER,P.E. FL P.E.#58705 1.000• 1-1.000"-1 1-1.250--1 O N h 1.000' 1.000• t•�- �--1.288"--I �'$ .125' .12s' o 2.750" 2.750' ,125' 3.125"a'60 25" 3.188" S= .125' .i25' I! 2.000' 2.000" aw" 25" 2.116' N 256" y .125' 650' .125' N W 375' .375' 4' Z r 7 - T r 1'X2'X.125'MULLION 1'X2'X.375'MULLION VX2.75'X.375"MULLION 1'X2.75'X.650"MULUON, 1'X3.125'X.5'MULLION 1.25'X3.188'X.265'MULLION }28`X2.11'X.125'MULLION -j w 6063-76 ALUM. 6063.76 ALUM. 6063-T6 ALUM. 8083-T6 ALUM. 6063-T6 ALUM. 6063.78 ALUM. 8063.78 ALUM. a X-SECTION XSECTiON X-SECTION X-SECTION XSECTION XSECTION X-SECTION W d O T-- ( -H I--.125' � O � •� II) � (� J 1 STANDARD CLIP 1 TABLE 2.000' I 8063-TO ALUM. I 2X6ANGLE UMP ( } Z W z' X-SECTION 2.125" Dimension Value in For Mullion: 2 O 1 Z U-CLIP 2.000' XSECTION A 1.625 J O„ v Z I 606SECTIALUM. .-- 125' X-SECTION 125" B 2.854 -1 C 6.895 Aluminum i D 0.740 �Muilion � Z °o 0 .125' Z••Z .740"�- A i,i26 Z B 2404 1'X2"X.375' W O ,375' tom--3.125'----I CVTHERETO .375' C 0.635 Aluminum CO u) ---^i! _DETAIL F,SHE N,sEE MIN. 5.000" Tubb Mullion V 2 d 2 MIN. r DETAIL F,sHEEr a � ,375'MIN. D 0.490 .rZ..2 � O O r--------� r-------� .338'M1N. r---------- --------- A 1-875 a .. A)0 1 I I I A A I U-CUP A F-�---_-_�y B 3.000 1"X2.75'"X �- `--`-"� �-`---'---, 6063-T6 ALUM. "-- --------� 2X5 ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW fi0TORVIEW W D 1.118 Tube Mullion STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPViE .450 Min. 6063-T6 ALUM BASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPViEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X 2.75"X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16'. B 3.000 ,857` SHEETS 5.17 FOR THEANCHOR O.G. WITHIN THE GASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEE C 0.476 Aluminum _ DIAMETER:ANCHOR DIAMETER+1115'. SHEETS 5-17 FOR THE Tube Mullion ANCHOR O.C. TABLE B D 0.838 DISTANCE,MAXIMUM A 2.000 RODUL.T REVISED ANCHOR HOLE POT part# to , 5.500" ,375 Mull Dimension(eheet#j 1`X3.125"X771++x wlUs tbet tocida DIAMETER:ANCHOR B 2.837 u8disg opds .375^ MIN. Mullion Std. Offset Clip U•Cllp Angle Up C 0663 -500"Alum �ep:onwNo DIAMETER+ltt8". Tube Mull + 3te .61) MIN. 1"X2'X.125"(5) 66605 888113M 6661118M 666243M 666511M D 1.137 �(P r------------------------- T'X2"X.379'(8) 686076 666114M 6661119M 666244M 666512M A 2.625 `_-- �•' I ti�Product Control 1"X2.76"X.375"(7) 66601 666115M 6661120M 666245M 866513M B 3,282 1.25"X3.188' X.285'Alum 0 1"X2.75"X,650"(8) 66608 666116M 6661121M 666246M 666514M C 0.882 Tube Mull 1 LYNN i D 1.762 CIX +Z/7 ri 1"X3.126"X.500"(9) 68637M 6861116M 6661114M 666242M 666516M ``��p y�.ENSF'vee� l' 1.28'X2.11"X I 1 1 1.25'X3.188"X.265 (12) 66641M 6661117M 66611t3M 6662d1M 666616M A 1.013 26' 2-"'Alum r x 1 It 1.26"X2.1 I-X.126" 18 69370 1 WA NIA NIA 666517M Tube Mull _ No.68705 I C OFFSET CLIP NOTES: =-O .. - .126" IIII 6063-T6 ALUM. Jcj t •- ' TOPVIEW 1)HALES TO DE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. %�(�'•, SttTAAAAA/TE OF t W„ 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS e,ANCHOR O.C.DISTANCE. i S i 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN MI)1bE}i,P.E. FL P.E.#58705 TABLE E ®oh PGT Part# Mult Dlmenslon 125• (sheet#) Mullion Std.Clip U•Cllp Angle Clip I -�r-"125' 'i x•12.5 jpy LL 2"X4"X•25'(16) 86802 12 M ' o 666261M 660271M 66651 I do 2"X6"X.2b"(17) 66604 666282M 666272M 6665113M STANDARD CLIP U-CLIP I 2X5 ANGLE CLIP o��x 6063-TS ALUM. 6063-T6 ALUM. 6063-T6 ALUM. U 2,000' I XSECTION 2.125" X.SECTION 2.000' X-SECTION LO NOTES: (V 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING L t-125' I •125" .125' C14 gch rc fn F• DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z �iN � 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I I 1---1.490•--1 O HOLE LOCATIONS. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500" _ a a) -{ CUT HERE TO I- 5.000" 375" W 1 C 3.600' I CREATE F-CLIP, I m 2.000' .375" _SEE DETAIL F, MIN. •375' 375" I MIN. F ZO to J MIN. SHEET 4 J Z ------- -- --------� -- -- L---------------------T W m i- ---� i I w I I � i i Q 4.000' I 8' + 8' , Z3.433.43i-_- i O Q 0) p .250" 2"X4'X.25 I i I 3.438' I I Q O N MULLION QZ.4 6063-T6 ALUM. I I I I X-SECTIONL 1 I I .375' I I L_ -------J L---------------------J MIN. � Y Y --- _---_--I--- _- -- - STANDARD CLIP U-CLIP,6063-T6 ALUM. 2X5 ANGLE CLIP Q rC Z O O CENTER OF ANCHOR HOLE MUST LIE 606376 ALUM. SED FOR 2"X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. d 8 mfn N ,2r�• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW S O .O SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. Q' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HCLE DIAMETER:ANCHOR DIAMETER 1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 1/16'. SHEETS 5-20 FO R THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER♦1/16". 5.000" 3.500" CREATE F-CLIP, ,375' .375' _SEE DETAIL F. r .375' MIN. SHEET4 MIN. MIN. .375' -------� -- -- ---- I I 1 II MISEI) I complylny whh the Flodda I I I I ODNo ^�_ y I I I 1 Product onlrol I_ 4.688' r f + -------I 6.000" -j-_ "_"T_- --I 5.438' .250" I I 1 tllill lfl/ 5.438" I 5.438' i I �� ( LYNN 2"X6"X.25 MULLIONI I I 1 •.•)Y 6063-T6 ALUM. I I I _ TC: 140.58705 I .375 ' XSECTION _ / ------------------------ MIN. IIL TATE OF \� STANDARD CLIP U-CLIP 2X5 ANGLE CLIP �(CS'•.COR1O.•` \ .250' 606-T�� USED FOR M. 608TMUL - UM. SHEET 17 TOPVA 60LUM 0 / TOPVIEW A.LYNN MILLER,P.E. FL P.E.#58705 .740" .063, .385, i ° ^ u .062' .125" .062r' 43V 02 4.00W 4.000" 4.000' .125*STANDARD CLIP 2.625" 2.. w 6063-�SALUM. 2.126' U-CLIP 2.000" 2X5 ANGLE CLIP 2 L5 ANGLE X-SECTION 6063-Te ALUM. X SECT C 6063-T6 ALUM X-SECTION 126" .125, .127 •126" X-SECTION T_ 031. 1 L V) . -F I dr.CZ46C" 2 - 125* 0 F- co .125CENTER OF ANCHOR ROLE MUST LIE WITHIN THE .375" .375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR Ix$ U.1 0) 0 MULLION MULLION z a F- I 4'X.125 F 'X4'X.37V -T X4'X.376' -T HOLE DIAMETER;ANCHOR DIAMETER+11116'. ca 6063.T6 ALUM 6063-To ALUM. 6083-T6 ALUM. 3.126' C 5.000, .375' (0 to CjHERE TO T F F�C _CLIP. X-SECTION X-SECTION X-SECTION .375' P.SEE 0 MIN. I j'-DFTAJLF.SHEET4 MIN, 00 1.25w- z .375" ? = W d CENTER OF r---------\------------ q 137ra 2 n 1,250' 1.25w ANCHOR HOLE MIN. Of I ffi MUST UE WITHIN 0-- LZ- THE DASHED < BOUNDARY.SEE 1-- Z 2.$75, ---4--, SHEETS 5-20 FOR z l"'w- .1 t121w I t21w THE ANCHOR O.C. T I z c-.1 3.94' DISTANCE (n <1 A- 3.250' - - Z- MAXIMUM I 3.250' 3.25w ANCHOR HOLE 1 0 DIAMETER: y Aaw co .100, .100, ANCHOR L :) 3: �: Ll ti '--'--'' ------I I L-------- DIAMETER 1116*. --------------------- 0 0 8066 XANGLE CLIP %0 -.10w .624* .624* STANDARD CLIP U-CUP 6063- ALUM. --1.820,1-:-7 ---1.82w .820'I--__kj TOPVI 6063-TO ALUM. 6063-T6 ALUM.CENTER OFANCHOIS HOLE MUST LIE TOPViEW TOPVIEW EW WITHIN THE DASHED BOUNDARY.SEE 1.26'X3.25'X.I00' 1.25'X 3Z'X.624' 1.25*X 3.94X,624' SHEETS 6-20 FOR THE ANCHOR D.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE. MAXIMUM ANCHOR HOLE Dimon 600545ALUM. 6005-T5ALUM. 6005-TSALUM. DIAMETER:ANCHOR DIAMETER+1IMS'. �on Value on) For Mullion: Dimension XVolue(fin) EForE uIllon: 2,6 X_-SECTION X-SECTION X-SECTION F 3.687 1'X4=4 F - - - 3.25 G 1.000 .125' G 0.$W X.624' 3469• H 2.-68-0 Aluvrilnum H --T4-3a Aluminum 2.661•- 1 3.000 Tube Mullion 1 3,260 Tube Mullion .125" .375" 'I�' . 375" F 3,187 I"X4*X F 2,625 11,25"X3.94" 1.377' 9 77 MIN, G 0.767 .376' G 1.125 X.624' �RODUCTRSVISEF) --- --- - H 2430 Aluminum H 1.5001 Aluminum U vampwDs witil !arida 3. To 7 1 3.000 Tube&'T' I be Mullion 125 ZETE� 01 171- 45* 126' F 2.26WO 125'X3.25- F 14V Say Mulil F 2.875 .1251 2.250° 1 H 1 1.600 1 AJLnlnum V' ado Pcodust mrot 31 3.2 MI'U-L 150745-DAY AL QLION3.26Z0* TABLED x%lifillf, JV1 D63-76 ALUM. I 30'BAY MULLION 6 L T.ON Mull Dimension POTPart# NN 4 -, X-SECTION (sheet#) Mullion Sid.cup orrset cup U-Clip Angle Clip 6063-TOALUK I X-SEcnoN OFFSET CLIP V X4X.125(10) 69384 WiSlililH 4 l2i2ld 666141M 8W518M "'o M 06346 ALUM. 1-X4'X.375'(11) 3, -E66242M 6665I9M No.58705 TOPVIEW l'X4'x.3?s-r(1i) esm- ewil -226J NOTES: 2M 66MI123M 666242M 666519M 1.25 X3.25'X.100-(13)l 20160 W61127M 6661124M 6662410M 6665116M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25°X3.25 X.624'(14)1 20181 35:i 6661128M 6601125M 66624111M 6665116M T S ATE •41 1.25 X3.94'X.624-(15) 20162 %61117M 6661120M 666241M 666517M It, 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. tORkO W-.11 6685110M S! 30 Deatoo(19) 1 66649 WA LA ........... \N 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Dogma(20) 1 6wo WA WA NIA 16W5,111" /ONN- A "i,�'KKWR,P.E. LY L P.EA 58705