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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 ,a w f '' �;4ate �- �r�� Floridatlap�r'rn_ent BCIS Home Log In j User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ? BCIS Site Map Unks Search ; Busines�` Pp�Ofe55� 3nd� �„� Product Approval J USER:Public User Regulation lR,0,rj,jj Pmdurt Approval Menu>Product or AoDlication Search>Application List>Application Detail „ate a "rd`�srr#zl�7ry, FL# a .aa# Application Type w Code Version Application Status ve *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowSki@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Subcategory 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/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEmB... 2/1/2016 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 FL23.9..._R22,� CAC 1_(1.$J.g„?2,;pr1f 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 FL.239 R22 II 15-0528.22.Ddf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 ISH-500(Large Missile Impact) WlnGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R2.2 C CAC 15-0612.12b.odf 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 II 15-0612A2b.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-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.pdf 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 II 15-0519.0I.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 "e' gle Hung Window Limits of Use Agency Certificate Approved for use In HVHZ:Yes C CAC 15-0519.08.odApproved for use o - VHZ:Yes rance Contract Expiration Date Impact Resists Design Pressur a-rteOther:Please see Iami-Dade County Notice of Acceptance(NOA)for product performance Information,anchorage details,and anchor type, ER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 ISH-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 II 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 JiSH-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.DdP 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 II 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.Ddf 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 f. CAC 15-0612.10 SMI-pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 II 15-0612.10 SMt.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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEmB... 2/1/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for 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 15-0519.05.0f 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 Ii 15-0519.05.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: ME E9 Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrinht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::.Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W ® ¢ChecY. sC:CUC.tY�1t;'rsarc:� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEmB... 2/1/2016 MIAMt•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series' 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. MDSSILE IMPACT RATING: d S al lis s a iupa t. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-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 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-L9M&rALWJW DADE CO �12 reval Date 9 20 5 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision E 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 fin 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-&--r,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 tinder 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 frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(2014),dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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. ManueIA-e—re-k P.E. Product Contiof Exa iner NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FEC-5 1h 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 NDA 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 QExa P.E. Product Cofiner NOA No9.08 Expiration Date: March 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) S.5/16'LAMI CONSISTING OF(1)LITE OF 118-ANNEALED GLASS AND(1)LITE OF 1/8-HEAT STRENGTHENED GLASS WITH A ,090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.51I6*LAMI CONSISTING 0Q)LITES OF 118"HEAT STRENGTHENED GLASS WITH A .09T KURARAY BUTACITE VS(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 PVS(BY KURARAY AMERICA,INC.) OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7116"LAMI CONSISTING OF(1)LITE OF 3/16!'ANNEALED GLASS AND(1)LITE OF 3116-HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITEVS(BY KURARAY AMERICA,INC.)OR SAFLEX*,VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP OP F.7116"LAMI CONSISTING OF(2)LITES OF 3/IS'HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE I%V8(BY KURARAY AMERICA INC.) SHEET OR.090"SAFLEePVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13/16"LAW IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116-LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITEPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES...•.,.3 H.13116"LAMI IG:(1)LITE OF 1/8*TEMPERED GLASS,AN AIR SPACE AND 5116'LAMI CONSISTING OF(1)LITE OF i/W ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE`PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 1.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONST TING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS PARTS LIST 6 ITE-PVB WITH A.090'KURARAY BUTAC (BY KURARAY AMERICA,INC.)OR.090'SAFLEX-PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13116"LAMI IG:(1)LITE OF t/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL..............7 .090"KURARAY BUTACITE-PVB(BY KURARAY AMERICA.INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K 13116"LAMI IG.,(1)LITE OF 1/81 TEMPERED GLASS,AN AIR SPACE AND 7/16"LAM]CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE'lhVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAMI IG;(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 118"ANNEALED GLASS.AN AIR SPACE AND 5118'LAMI CONSISTING OF(2)LITES OF 118,ANNEALED GLASS WITH A .090'KURARAY BUTACITE 0PVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX 10MB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS;"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3,DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON 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 6 THROUGH 11 FOR ANCHORAGE DETAILS. Cr REVISED S.SHUTTERS ARE NOT REQUIRED, mPRODmpUlying with the F"s buildiAcceptance� Nt 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Esc 7.REFERENCES;TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL4957,FTL-4958 AND FTL-5063. Or A ANSI/AF&PA NDS FOR WOOD CONSTRUCTIONMien' ada PmducF Can ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. &9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). &1 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED, Lij R-ovf. L.M. !111121115 � 6rH EDITION(2014)FBO UPDATE 11070 TE GENERAL NOTES E 1", 20 10 FSC UPDATE N. O'Y.'- PIP ....... D FNI(�ELIL'.H'S ALUM.SINGLE HUNG WINDOW,IMPACT j"I AIN J.R. M..I cHANqEo r4p oLAss T'yp-To TEMPERED FROM HS A.LYNUMUER,P.E. Jr. ,M, NOKOMIS,FL 34274 Visibly Better It I F.K. siffoo 4040-20 E FLP.E,#58705 NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116"WITH NO CHANGE n C=a—jl IN DESIGN PRESSURE. 41 1/2"NOM. 44 112"NOM. GLASS SITE GLASS SITE ........... ........... EXTERIOR INTERIOR n37 (ALL SECTIONS) KURAPAY BUITACITE" PVBINTERLAYER (80,81 or 82-- 83,84 or 85- SAFLEkPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY UO 70 118'ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7/16"LAMINATED 7/16"LAMINATED GLASS n 112"NOM. 112"NOM. 46 GLASS BITE 46 GLASS BITE 38 (38)-- PRODUCE REVISED as wmplying with(ho Florida 86,87,88 or 92 89,90 or 91 Ac"pt= Ntel 70 70 By mi al adeProduct Cott I 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 116"ANNEALED OR HEAT STRENGTHENED GLASS 3116*ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/16"LAMINATED Re AIR SPACE AIR SPACE .......... 1/8"ANNEALED OR TEMPERED GLASS Q 1/8'TEMPERED GLASS A st 13/16"NOM, 13116"NOM.-- -"C:* NO.58705 13/16"LAW IG GLASS W1 5/16"LAMI 13/16"LAK IG GLASS W/7116"LAW 2 15 1a STA'E F 41 IV 6112115 E REWSEDIATERLAYERM4NUAACTURER J14.G..R.ID 070 TECHNOLOGY DRVE � 7ArDETAILS o N.VENICE,FL 34275 ",It/01\JN- X 1-001/11 —0 ICHMOED CAP GLASS TYPE TO TEMPERED FROM HS P.O.BOX Mo ALUM.SINGLE HUNG WINDOW,IMPACT WIJ'%I. MILLER,P.E. Ti W. vd. -- M� NOKOM ,FL 34274 A.LYNN F.K. 911105 Visibly Better SH700 2 -11 4134"o E FL P,E.#58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS Wit HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT 0" wlt)TH- GLASS TYPE 63" 66.1 681. 1 70" 72" 741 761. MEETING RAIL 48. A,B,M +80.01 -KO +80.0 -80.0 +80.0 -80.0 1+80.01 -80.0 +80.0 -80.0 +8D.0 -80.0 +80.0 1 -80.0 HT. fi--o -711.0 A,B,M -80�0 +80.0 -80.0 +80.0 -80.01+80.01 -80.0 +80.0 -80.0 +80-_O -80.0 +79-01 -T - +80.0 - X. SASH A,B,M +1810.0 -180.01 +80.0 -80.0 +MO -80.0 1+00.o F-80.0 +78.8 -78.8 +77 q -77 1 �7-9 0 1 9 +.o.. ..o +.0.0 .74*.0 A,B,M +eo.o -ao.o +80.0 -80.0 +79.6 -79.6 1+78.2 1 -78.2 +76.9 -76.9 +1 C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +60.0 -80.0 +80.0 .0 ME &It gRUADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 2. MkSED ON Ff 1MED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT GLASS TYPE - 38 318" Gy, 72" 74" 76" %v - HT. MEETING RAIL +80.0 -Palo,, 80.0 1 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +80.0 -80.0 +80.0 - -'WSW-+799 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70,0- H or. A,B,M +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 +76.9 6.9 +70,0 -70.0 +68.8 -68.8 +67.6 -6T6 631/811 A,B,M so-- +80.0 -80,0 +80.0 -80,0 +80.0 -800 +75,01-75.0 +68.0 .68.0 +66.7 .66.7 +65.5 -65.51 _ UP TO 53118" C,D,E,F,G,H,I,J,K,L +so.o -80.0 +ao.o -80.118+800 0.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W!HIGH SILL OPTION TABLE 3, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS wj T. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W1 SASH=76"FLANGED AND 75"INTEGRAL FIN) MINUS WIDTH I GLASS TYPE 171!8" 1 2211116" 1 28 3116" 1 33 314!' 1 396116" 4413116" 1 60318" _I 6616116-- SASH I HT. 63118" 1 D,E,FAKI!,&j+BO.O 1 -80.0 1+80.0 1 -80.0 1+80.0 1 -80.0 1 +80.0 1 -80.0 1+70.0 1 -70.0 1+70.0 1 -70.0 1+70.0 1 -70.0 1+70.0 1 -70.0 HT. MEETING RAIL 4 TEST REPORTS TABLE 4: ST H 647,M 0 723 4s 1.111W! Ml- 118-A. 8 C.5116"LAMI-(I/8'HS,.090,1/S"HS) FTL4647.4648 D.7116-LAW-(3X16"&.090,3116-A) FTL-4645,4685 E.7116'LAMI-(3/18"A,.090,3116"HS) FTL-4645 PRODUCT REvisED as complying with th.Florida F.7/16-LAMI-(3116"HS,.090.3116-HS) FTL-4645 flllildfiq Cd. 0 1 'o A�"plaoco-No I -o G.13/16!"LAMI IG-118"T,AIR SPACE,5116-LAMI-(1/8"A,090,118-A) FTL-4646,4723 plot' ')'te %1 H.13/1W LAM]IG-118"T,AIR SPACE,5116"LAM]-(1/8"A,.090,1/8"HS) FTL-4646 By I. 13/16"LAMI IG-IW T,AIR SPACE,5/16-LAMI-(I/8"HS,.090.1/8--HS) FTLAW J.13/16"LAM[(G-118"T.AIR SPACE,7/16"LAMI-(3116'A..090.3116-A) FTI--4649,4650 K.13116"LAMI IG-1/8"T.AIR SPACE,7/16"LAMI-(3116"A,090,3116"HS) FTL4649,4650,4958 L.13116"LAMI IG-118"T,AIR SPACE,7/16"LAMI-(3/16'HS,090,3/16"HS) FTL-4649,4660 I Y Nry M.13/16"LAMI IG-118"A,AIR SPACE,5/16"LAM[-(118"A,.090.118W \V FTL-5063 'i ze, ly, 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. = 1,10,58705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIF FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. - -7;t-- 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY j Or A -0 . -p - pwa- ., STAT L.M. 6112116 E ADD SASH GLASS OP77ONS FOR CUMM WEW WINDOWS I ufu TECHNOLOGY DRIVI DESIGN PRESSURES =D: NO ALUM.SINGL i1j. a CH4NGES THIS SHEET W VENJ E HUNG WINDOW,IMPACT J.R. C OMMOED rAP GLASS TYPE 70 TEMPERED FROM HS P.O.Bqx 1529 LYN R.P.E. V-131,- '/I f Vb. I NOKOMIS,PL 34274 MTS 1'3 -20 Fl-PAX 68705 F.K--�911115' Z23/07 S. 4040 531/8^MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 49 518*MAX.FIXED C DLO(ALL) D--j 1 7 75- AX. 75"MAX. 7W AX. SEE DLO LF. I A A LF. I.F. TABLE 0 ;/00 D—J HEI HT SEE OLD HEI�HT SEE DLO C—j HEI WT L 76"MAX. TABLE 0 76" AX TABLE 0 76"MAX. Fj49 5�/Er MAX.X OLO L C�, FLANGED FLANGED L FLANGED HEIGHT HEI HT HEI HT TABLE BASH SEE SEE OLD x (MAX.) HEI T N 4 4 T- --18J,16. A SEE DLO x MAX SEE t OLD �01 TABLE x TABLE 481!4"MAX. VENT OLD(ALL) DETAIL C DETAIL A RADIUS TOP(STANDARD SASH) 111 VERTICAL DAYLIGHT 75' OPENING75" - I.F. I.F. FIXED LITE SEE OLD I HEI HT E—J HEI HT I LOW HIGH I DETAIL SILL TABLE STABLE 0 EE DLO A 34SILL 11Z' 34 3116" 0 �00 76"MAX, 76"MAX. a 415/8" 41 114" FLANGED FLANGED c 411/4" 40 7/9' HEI HT HEIGHT D 52 518" 52 11/16" E — 52114" 525116" PRODUL7 REVISED SASH as eomplying with the Florida 20' T- f 29, LOW HIGHBuildingColo SEE DLO T, 2� SASH SEE DLO TABLE SASH A7",No, _ED DETAIL SILL SILL HEIGHT HEIGHT A 34 1/2" 34 3116" t B 27 7116" 27 1/W' i_, e4eprodo'. IT., By B c 27 7119' 27 DETAIL D DETAIL E D 16 3/8' '15 3M' VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) TABLE 5. 163/811, A153/4" , I NOTES: ...... 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2 SEE SHEET 7 FOR CORNER DETAIL VIEWS. Na.58705 3:SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. 7-- Ftx T CE F JJ 0--w- x, • Ft /0 L.M. 5112115 E NO CWNGES THIS SHEET ELEVATIONS EL 1107OTFCHCNO OGY 07RIVE SH700 1"7111 D NO CHANGES THIS SHEET N.VENI E LFL342 5 BY. D.W P.D.SOX 1529 AL J.R 04101111 —c IND CHANGES 7WIS SHEET LIM.SINGLE HUNG WINDOW,IMPACT LYNN MILLER,.P.E. ft- — OKOM19,K 34274 F' 91,105 E FL P.E.#6870 K =NTS4 alt 4040-20 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)W FROM EACH SIDE 0 26 27 SASH. NOTE:BALANCE PARTS USED GrINSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT A 31 --- ---------- - MAX. 2.710" FIXED LITE DAYLIGHT 25 OPENING *1 11 QUTSIDE 1 25 MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A 23 aUTSIDEA INTEGRAL FIN( -fF)FRAME SECTIONS INSIDE 47 50 MAX. (�� HEIGHT 2. 46 HIGH OUTSIDE Z0 SI L LOW MAX. VENT (49 48 DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OUTSIDE OPENING 68 I.F.FRAME PRODUCrREVISED 28 53 II wcemplying"ith the Fwda OUTSIDE 'Acccgwncallol '051 imtion Date21 6 sy 53 Miaro Dade Product 2.946" a, 52 (LOW SILL) (HIGH S ) 63 SEE NOTE ABOVE 1 54 64 t 67 C E N S, 3 30 12 ULTRALIFT ONLY 12 ULTRALIFT ONLY SECTION C-C NO,58705 SECTION B-B RADIUS TOP : rr z (LOW SILL SHOWN) ALTERNATE HIGH SILL (HE-AD DETAIL-FLANGED VERSION) 7 tly� WRW.r—DW STATE OF it/-Z' 51fZ116 E NO CHANGES THIS SHEET �l 0MITIflAIC J.J. lW7111 D NO CHANGES THIS SHEEr N.VENICE,FL342"76 DRNE f 14wpr t- CRS -- - I'ALUM.SINGLE HUNG WINDOW,IMPACT J.R. 04101111NO CHANGES 7711S SHEET P.O BOX 1529 '�lt R.P.E. bwg; NOKCM)d,FIL 34274 4040-20 E F.K. 911105 —J.71'Z2=7 I I I"6s=700 Half 1 5 � 11 1 FL P.E.#58705 ITEM DWG# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGI# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(,688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1,000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 1/2-7116 LAM 62BVI510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1,125 LONG 612244 69 4050. FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,318",618",OR 11/16" 70 ISILICONE,DOW 699,095 OR EQUIV. 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAM[,(1/8A.090 PVB,1/8"A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAM],018"A.090 PV8,1/8"HS 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI, 1/8"HS,.090 PVB,1/B"HS 13 10851108 SASH TOP GUIDE 42504 63 D.GLASS,7/16"LAMI,(1/8"A.090 PVB.1/8"A) 15 08 X1 PHILLIPS FLAT HEAD S.STL 78X1FPAX 84 E.GLASS,7/16"LAMI,(1/8"A.090 PV8,118"HS) 16 1060-1 BALANCE COVER,1 U16" 6BALCVR670 85 F.GLASS,7/16"LAMI,(118"HS,.090 PVB,118"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8"A)_ 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,5/16"LAMI,(118"A.090 PVB,118"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13116"LAMI IG;1/8-T.AIR SPACE,5116"LAME,(1/6"HS,.090 PVB,1/8"HS) 21 4054C FD(ED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1167,AIR SPACE,7116"LAMI, 3/16"A.090 PVB,3116"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG 118'7,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3116"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL. 67$16G 91 L.GLASS,13/16"LAMI IG;118"T,AIR SPACE,7116"LAM,(3/16"HS..090 PVB,3116"HS 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAMI IG;118"A AIR SPACE,5116"LAMI,(118"A,.090 PVB,1/8A) 27 1016 #8 X.625 PH.FL.SMS 7858 2..878---- 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2784 30 1226 WSTP.,BULB VINYL GTP249LEH 31 4008 SASH SIDE RAIL 612231 062 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SErnNG13LOCK3/32"X26184"X1" 71622K 1.130� 3. 55 36 1052 LAM)IG SETTING BLOCK I"X314"X1116" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062 38 1225 VINYL GLAZ BEAD BULB(THIN) STP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 640398 FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5116 LAMI W/GRILL KIT 644703 47 #4071A,6003-T8 44 4222A GLAZING BEAD,7/16"LAM( 64222 FRAME,I.F.LOW.BILI 45 985C GLAZING BEAD,7116"LAMI W/GRILL KIT 6985 48 #4072.,606378 46 4067 GLAZING BEAD,13116"LAMI I.G. 64067 2.906 PRODUCr REVISED 47 4071. FRAME,I.F.HEAD 64071 as cmuplying with tba Fbtlda 48 4072A FRAME,I.F.LOW SILL 64072 2374 Accpngeadtmll ( p51gO$ 49 4073. FRAME,I.F.HIGH SILL 64073C imtimtDate 50 4074B FRAME,LF,JAMB 64074 52 4009 SILL LATCH(EGRESS)(LOWSILL) 784009 .062 NOM By Mims! adoPtodac7Ca 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4. 71 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2-71101 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM 56 1630 SCREEN CORNERKEYW/RINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEYW/OUTRINGS 716314flt 58 1073 SCREEN SPRING 7CASp t�P ' 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K :c FRAME, I.F.JAMB 50705 _ No. 50 OFRAME,I.F.HIGH SILL #40748,606376 _ --+ 49 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) 7 IS tLGL/ eas e..yuna: a.otme S1A1'E OF t(/ L.M. 5H2115 E NO CHANGES 7HlS SHEET % +c�'•. F P T PARTS LIST F - <oR,os.• 1070 TECHNOLOGY DRIVE J.J_ NO CHANGESTHIS SHEET N.VENICE,FL 34275 -^- ice �LUM.SINGLENUNGWINDC?W,IMFACT rs;JnJNAL J.R. FlaV7/11 YPE TO TEMPERED FROM H3 P.o.Bpx4s20 so,► sn..� a„yi,y, K.r: A.LYNNI ILL P.E. +xrmrNOKOMIS,F,-274 VlsJbly DoterF.K. 05 J.J. 223107 sHroo NTS S w 11 4D40 20 E FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 n I.F.FRAME 2 IQ 2.784--1 -062— 1 1 11 1.13 -062--1 30 2.31 30 6 or 50 FLANGE FRAME HEAD t #4002A,6463-T6 FLANGE FRAME SILL (LOW) WELD —1.749— ALONG G) #4003C,6063-T6 6 or 50 SCREW I SEALANT OR GASKET BOSS(2) S12.710 738 AT HEAD AND SILL ---I:;:=0=62 .002— J490 r-.040 VIEW D-D VIEW E-E {1(18,VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB #4025,0063-TS 17 #4053,6063-T6 050 #4004,6063-T5 (USED AS RADIUS TOP HEAD) ► 1.165 [e6718 1,342 -lHff 2.326---1 T21 1.096 �--2,279-1 aill .062 .349 GLAZING BEAD,6/16"a #4039B,6063-T5 062 2.165 9 1.707 — SASH SIDE RAIL .06 2--�— 1 0 #4008,6063-T6 21 FIXED MEETING RAIL 23 SASH TOP RAIL LL 28 SASH BOTTOM RAIL(LOW) 678 #4054A.6063HD.T6,4, Q #40060,6063HS-T6 Q #4007,6063.75 050 1 1.096 j PRODUCrPXVISED plying with the Flosida 78 GLAZING BEAD,5/16" -1-ild-ing Code , #40448,6063-T5 Ag*'1111`11170 115-" 2.328-1 1.096 (USED W/GRILL KIT) On62 y . 1 2.946 44 GLAZING BEAD 7/16" 3.446 1 #4222,6063-TS 1 2.638 .683 050 .062— ---A T-1 L 050 1 1.097 [it .0504L.678 YNiV SLAZING BEAD,13/16"IG —2784 #.4067,6003-TS FLANGE FRAME SILL(HIGH) SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16" No,50705 #4051A,6063-T5 #985C,6063-75 #4050A,6063-Ts (USED W/GRILL KIT) 75 It Z: ST TE Or L.M. 111211`5 E NO CfMMMOES THIS USIONS&FRAME CORNER DETAIL. R.Wflr, " 1070 TECHNOLOGY DRIVE ........... ji. lamm 'D N0C~ESTMSSHEEl N.VENICE,FI.GNY 275 1(-)Iq 'a —'r' — ALUM.SINGLE HUNG WINDOW,IMPACT At- j.p- 0401/11 —C NOCIMSES THIS SHEET P.O.80 1629 A.'LYU MILL�R,P.E. ow Pt 34274 --r"'d 17 4040-20 E FL P.El 58705 MOKOMId 8..OA� F.K. W1105 S14700 jollf 1 0-7 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114'ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 26.603 34.603 40.603 58.603 1 64.603 70.000 3-#12 SCREWS ANCHOR TYPE: C) co M u I) C3 0 o'c i 0 0 m a cv a 0 m A4 0 0 2.ANCHOR LOCATIONS ARE BASED ON THE sh z—z C"�0 z z z z z c) z z z—z z z 0 z z WINDOW GLASS c'r 0 C4 z ce) — 0 0 0 ofo III 'To IN c'f 0 N 0 C4 FOLLOWIING DIMENSIONS. 0 0 0 0 0 0 0 0 ero 0 0 R 0 0 0 0 L) 0 0 0 C-) L) a HEAD-18 1/2"MAX.FROM TOP CORNERS WIDTH TYPE i� 01 () I JAMBS-1 1MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS ---1 * 19125 HJJ,K.L 112111 111 1 1 1 1 2 il 2 1 2j 2 212 2 2 2 122 12 2 1'2" fl'2 212 212 2N 212 212 212 il 3" 212- 3'13 6"MAX.BELOW MTG.RAIL SILL-ANCHORS NOT REQUIRED A,B,M 2 2 1 2 2 2 2 2 2i 2- . 1 1- 11 1. .T- 31 3,INSTALL PER THE ADJACENT TABLE ANCHOR I2 2 2 2 I 2 I'2 2 22212 i 2223 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G,. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-11- 1 .1-.1 1 1 1 1 . I- NOTE 2. H,I,J,K,L IJ2 111 112 i12" 112 I'l 2221-1 * -1'� -'I 24,000 i12 i12 2 1'3 2 2 -12 21 i 1 1 1 2.��r2 212 21 i 2 2 3 3 1'3 '212 3[3 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 4B,M I 1 1 1 1 1 1 1_- -I* 1 1 - 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 112 111 1121 1'1'2' ij� 1 '1*2,21 , '12 212 -- * 212 2(' 313 212 313 ARE I"LESS. 2 2 2 212 212 212 2 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: 112 -12 213 12 2 2 2"13-' I'l 2 13'1.213 21i .2 il 3' 313- 212 3'[3 314 31*2 31 314 313 4[4 H,kJ,K,L 212 213 f 21 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32,000 — — iL2 2 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A ABN �1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 'I� ..I - 314[313 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE 2 2 3 -1, 3 21 - I'I'-1 -3[3 '314 3 2 3 3 12 2 2 3 3 3 2 112fl 1,1 i 2'1 1 2 21 31 3 21 2 3 2 3 '1' 2'1 2 2 1 21 C,D,E,F,G, I 1 1 1 1 1 2 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN "j-' PRESSURE FOR THE -'I... 21 ji f" f" 2 2 3 3 4 15'-'ij 3 4--[4"' H,I,J,K,L 2" 2 2 3 1' 2 3 2 3 1'-1 2131 iLi 21 i 2 Ii 21' il'i'i[i i14 213 313 314 313 i RESPECTIVE SIZE 2 1 WA SIN INJI 2 1 2 2 1 2 2 1 AND GLASS TYPE IS 31 AVAILABLE, 3 4 4 315 -14 il� 21 �21�,12,-2'13 2'13' 2 212113.If R,, 4 213 3'1'3*.- 1' 313*3_1- 3 4 PSF 79 iL� I " —--.Egr'EL3 maw 31- I C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 40k00 H,I,J,K,L 221112 212121'i 212 2ji 2r3]L 2F3.213 213 21'31214 213 313' 3-1'41213131-4' *315 314' 4115 313 414' ARM 2d 2 2 1 2 2 2 2 2 2 ..2 2 2 .2 2 2 2 2 _2 2 2 2 2 2 2 2 2 112 21212'*il 2j-2,i 13 i 13'- 21'2* "il 31213 213 213 214 -2'f.3. 31*3 i141-21i 3 4 3 15 i[3 L3 141 4Li 3 414 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 3 31'-4''�'j-5 jL�.!jj� 213 31*� 3-51 31 MAX PSF 44,000 H,I,J,K,L 'T22.L* 12 2 3 2122 3 2 3 2 2 313-2-14 2-1-3'31-i 3-14-- 3 '3 3 il'41 - i (DP LIMITED) 118 PRODUCTREvism 4BIM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 HEAD 2 as colpf"Y'ng with the Fto"da 2 F2 21� 21� 21i,'2'12* 213 2131�1 2�h 2 4 2 3 -313. 2 L3.iL3 i1412t3 3-14'31-� 13 ' I. -I.- I Budding Coda A I . I' , - 5 3 3 4 4 5 3 4 '4j5. IAMB ABOVE 2 3 PSF 79 79 -'o WG.RAJL C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 i 2 3 2 2 JAMB BELOW w 3 212 2 3 314 i[3' 3' 13'1 14' *213 343423343533 f-1 3'1'5'i 113''415' '416 314'6'J5' 48.000 H,I,J,K,L -iF2 212 2 2 2]" 3 �14 314 31' 3 4 MTG.RAIL AS'M 2 2 2 2 2 2 2 2 2 2 1.2 2 2 2 2 2 2 2 1 3 2 2 3 2 2 -T T2 3 3 4 3 -16 313 '*141 2 2 212 2 2 1*3.*2-12' �13 31i "14 213314 3J4 213 *i 14 3 3 315.31 3.4 16 41-6 314.5-* (FULL DP) PSF 72 79 79 HEAD 2 4ttl iii 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 C,D,E,F,G, JAMB ABOVE 2 53A25 H,I,J,K,L -2T2]42-2T2—2 F3 '2'1'2' �2 3' 1-4- 21-3- i14' 314 213 3141 4�313 '-3-14' 31-5 313 414 41*'6' 314 41'5' 416 31-4* 616 MTG.RAIL Nn.5d705 50705 -3 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 1 2 3 2 3 J BELOW AB,M 3L4 4 MTG.RAIL 22222223222334233434_ -- - . 11113 3'141 i% 3 iL��3 L5,L3 1' '2 13 414 415'i Lij 4 5 4L I.M. 5&/lz/,f5 E NO CHANGES THIS SHEET ANCHORAGE SPACING, 1/1 WINDOWS c"m 11011 TECHNOLOGY DRIVE 0 CfmGES THis swu N.VENICE,FL34276 = — ALUM.SINGLE HUNG WINDOW,IMPACT '10107 A LY ';4 P.O.BQX 1529 J.R. 'VI/11 C NO CWNGES THIS SNSET I P.E. ~w. NOKOMIS.Ft 34274 Visibly Rett� E FL P.E.#6870' F.K. H700 NTS] 5 29M J.J.JJ _8 11 4040-20--J7 ANCHOR QUANTITIES FOR STANDARD VIEWAND RADIUS TOP FLANGED WINDOWS TABLE6. ANCHORAGE NOTES: , 1, ANCHOR TYPES: 1-1/4-ELCOTAPGONS WINDOW HEIGHT 2-114'ELCO SS4 CRETE-FLEX SUBSTRATE:-� 29.655 37.155 44,655 62.155 1 59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHORTYPE. ol 2.ANCHOR LOCATIONS ARE BASED ON THE GLASS " Nz-zqo z zv)O N z_zqo,,Jz zmONzLzqONz-zqO'z cq N 7--Z WINDOW N 0 ON NFOCI 0 ON 0 0 cl 0 ON 0 01mo 0- 0 N 0 0 FOLLOWING DIMENSIONS: WIDTH TYPE 0 0 0 0 3: L) 0 0 C) 0 u 0 U :j: L) U HEAD-18112'MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS 19,125 2 2 2 2 2 '�f '� i WMAX.FROM BOTTOM CORNERS .H.1,J,K,L -j ldif-i ill '2 fi�� I� 212 ill i I i Z]� il I i ili �l... i 1' 1'2 1 12 i121-21d 1 2 1 6"MAX.BELOW MTG.RAIL A,B,MSILL-ANCHORS NOT REQUIRED -i 5' i-I j 1 i[i 1'2-1 f 12-11 -21.2 -2*f i 2li'i li 21-2 2,2 2 1-2 if 2-- 12 12[31 3.INSTALL PER THE ADJACENT TABLE ANCHOR 1 il I PSF 79 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, I I I 1 1 1 NOTE 2. 2 2F� 31i 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR -jT " I I�'.-I - - 24.000 H.I.J.K,L 1 2 2 2 2-1 3 1 ja'2 l' 2 -i ..'I LL.1-L.14- 2 if' A,B,M I FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 11111LJ Ill 2 2±2 2 212 2* 121312 3 2 212 312 32 212 312'3'l 2 212 3i2 ARE i'LIESS. PSF 68 77 6. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 2 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A L -ITI -jdil3j BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 -TiliM2 f i 1 21 i Li j343 2'2 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 3 HAJ,K: 1 2'12 '3 3 413, 1214,21 4 3 2 ABM lj�l I 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE I dl il-d'21-il gi iL 4.1 1 i,1 14 1 3i MAXIMUM DESIGN PRESSURE FORTH PSF 59 67 79 RESPECTIVE SIZE C,D,E,F,G, 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 1 2 2 2 12 i3'il i 413 .44"31_i 4ri AVAILABLE. 37,000 H,I,J,KL -1fll 'Tf-1 -2 2 2 -j' -2 2 -il'3' -il 2 'if �Ti-2-1 iij'i 31'3- 3 il-3 3'1-2' 13'1 A,B,M 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 -M 2 2 2- 2 21 S 313 -21 i I-SI 3l'3 313 4 3L3. J21313 l'ii.312- 43 41 1 i 4131 ill Ll 1 1 -272 PSF 64 1 79 62 79 C,D,E,F,G, 2 2 1 2 1 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -[ ' [- -I--- ] �� 40.000 H,I,J,K,L Ill Ill 1111212 i1i��i i I i i-j"i 3]"21 313 2 1-i 3.13 ij-3- i 1-3 413. -343ii � 4331 1 A,B,M 2 2 2 2 ..2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 IF,-IF,T Fl 2 F2 2)'i iji. 3 41-3'i I i 3ji Sl 3 ',4j 414 4 fj 4]'iI 4 1 4.Lj.5L TABLE KEY: PSF 49 79 56 79 79 M.PSF C,D,E,F,G, 2 2 2 2 1 2 2 2 2 2. 2 2 2 2 2 i142 .2 2 2 1 (DP LIMITED 117 PRODUCT REVISED 2F2 2'.3 3. 3.1 13 -il '1.4 3 *13 414 313 413 3 5 1as complyhig%vith the Florida 44.000 H,I,J�K�L ill I I 1 1 2fl2 2 4 2 3 21 4'i 41*41 1 4 4 1*4 "1 4 HEAD 3 B.i)di. 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,"pill.10N%l -05ri-ca A,B,M H 'I� 4N41 .31 1 13 4 4 3 5 4 JAMS ASO 3 3 ti t. 'wzj -1-1 TFI 12 2 212-21-2 313 212 31 41114 3 4 3 4 KrG,RAN TF 1 3*�14' 21i 3]31 3 4 3 41 PSF 45 L4 51 74 79 79 By C,D,E,F,G, 2 2 2 2 2 2 2 '2 2 2 2 2 3 2 2 2 2 3 2 2 3 261 2 JAW BEL mi adeProductCoal 1 2 4 2 2 4 .-- E 4 JL V A Ow 2 2 MTG.RAIL 48.000 H,I.J.K,L Tff:1El 1 1 -2T2 2 2-21-21-31-3 21213J3 314 313 313 4[ 3'1 4[4 4 1*� il 4��4 413 514 414 41 514, 4 J4 A,B,M 2 2 21 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3.. 2 2 ...3- 2 2 (FULL DP) -7 - 3 3 '61.4 41.4 41'3 5,14 HEAD 11-1 IE, 1 1 -21-2 -2T2 3T3 i I il" ilit �1*� if" 414, 4 1,YNN OV �2 PSF 41 1 67 46 67 76 19 1 2 JAMS ABOVE 2 2 2 2 3 2 2 3 2 3 2 3 C,D,E,F,G, 2 2 2 i 3 3 41 .%1�3 15351 13 3 1 2 3 C'' ABOVE 1�e 53.125 H,I.J.K,L - -T11-2 F2 1 12-21-2-3 F3 13 4,14 31i4141414 313W� 41 31 14 1 L4 - 3 4 IRA N0,58705 JAMB BELOW —TE, 'Fiji Is 615 4 E 3 3=2 3 A,B,M 2 2 2 2 3 2 2 3 % 3 3 2 % 3 2 2 2 5 4 2�2121-2T2-3T31113 '41.1 414 3 i14 41 14 3153 5 4 4 i ii 4 MTG.RAIL 111-1 F1�l 2F1 1 272 414 1 .4141414 i1314 I I I I 1�'— -- I STATE F . N. 6112116 E NO CHANGES 7HIS R.WW. o 1070 TECHNOLOGY IRVVE ANCHOR4GE SPACING,STANDARD VIEW ...... . DiI17�-, -�- No cmNoEs THis swEr EN OGY' JJ — N.V tcr,FL3. R"A�r,. ALUM,SINGLE HUNG WINDOW,IMPACT JA 04101111 C ADDDPM4X WIJEREANCHOR 0 rYISRES71RICTED BY SIZE P.O.Bqx 1629 1 R.P.E. tt 0-w- 0�: a..Way F.K. 7=105 J.J. 2RU7 SH700 MNTSI�q � 11 r%040-20 E FL P.E.#68705 ^ EXTERIOR INTERIOR, NOTES; -DADE COUNTY ° ' Florida Building Code Online Page 1 of 2 FIN ............pa:� orida Dp tft'�egt4 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts [ publications FBC Staff BCIS Site Map Links Search BusinNes li'� es5l d� 1 Product Approval r USER:Public User Regulation argdurt Anorovat Menu>Product or Application Search>Application List>Application Detail fir s q. fy�a FL# FL261-R9 Application Type ffirmation Code Version 2014 Application Status ppro e *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 Induseles Address/Phone/Emali 1070-Teefinolog 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 i Category Windows Subcategory MuSlions 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 1 I 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 �.� Yes e:,'No '."N/A FL261 R9 COC FL 261 to 2014.0 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbI... 2/l/2016 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# uttlber or N mo Description 261.1 Aluminum/Vinyl Mullions Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL261 R9 C CAC 14-1105.01,pdf Approved for use outside HVHZ:Yes u 'Ly ss o t Expiration Date Impact Resistant:Yes Design Pressure:N/A • i = Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL261 R9 II 14-1105.01.0df product performance Information,and mullion clip anchorage details. Verified By:Miami-Dade BCCO-CER 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.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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: securit;4!€"€'Iiir. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbl... 2/1/2016 M IAM I•DADE NIIA4I11—DADE COUNTY,FLORIDA p PRODUCT CONTROL SECTION DEPARTI-LENT OF REGULATORY AND ECONOi<IIC 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.ndamidaae. ov/cconom PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within.their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series' e u u u 1•i�t .I. APPROVAL DOCUME raving No. 6300JR, titled "Impact- esus an umimiin Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01129/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration (late by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: ulu_ aIu Snusul IY uss a nu xeul � 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. 14--1103-01 MIAMI•DADE COUNTY �` S 4:� Expiration Date: May 26,2016 ...� tt Approvai Date: February 12,2015 J Z`ri44� Page 1 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sithinitted under previorts 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. (Suhi'nitted under previous NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5fh 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 5"'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 06/06/11,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. ainre D. Casco i,P.E. Product Control vection 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. FTL-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. 11-0922.0X) 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. (Subiidifed 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 GENERAL NOTES: SUITABLE FOR ALL LOCATIONS REQUIRING ® � ^ NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE 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 c; o ELEVATIONS...................................I FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL To 2x wooD........................2 0� MULTIPLE [—OPINING WIDTH FOR VERTICAL MULL ARCHES TO BE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO 1X 8 MASONRY..............2 8 MULLIONS / '� SEE DETAILS INSCRIBED INSIDE IN NOTES...................2 LL / RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.......................3 SHEETS 2� 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 m / \� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN`1180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 V) I `– O F II IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERRATATE CLIPS.....................4BAY MULL INSTALLATION..............4 IX2X.126 MULL SPECS...............6 J W 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESEI X 2 X.375 MULL SPECS...............6 2 INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..._..._7 w w 1 1 X2.75 X.65MULLSPEGS.......... Z '--)o SEE DETAILS / �!V / III j1 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 DO O p A THRu G; _ III _ \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS...............10 n i- McoSHEETS G; I 1 1 X 4 X.375 TUBE MULL SPECS....11 Q co ,JATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGNSHEET328 1X4X.375 TMULLSPECS..._._11 � JPRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25%3.188 X.265 MULL SPECS...12Lu OPENING 1.25X 3.25 X.100 MULL SPECS.....13 Z W 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 MULLSPECS.....14 g 8 MULL FOR 1.25 X 3.94 X.624 MULL SPECS.....15 Z'; LENGTH HORIZONTAL ' 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 J Q g U Z SEE DETAIL E. 2 X 6 X.25 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q U) SHEET 3 1.26 X 2.11 X Y M MULL SPECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z 30'%3.25 BAY MULL SPECS.........19 Z {– Q N O REACTIONS. 45'X 3.25 BAY MULL SPECS.........20 Q O Z —C.4 �'- MULLION BCLIP DIMENSIONS......21.23 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSI/AFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1 8 ..........................24 o � PRODUCTSMAY ADM-ALUMINUM DESIGN MANUALLOADING EXAMPLES......................25 (!) BE OF ANY TYPE, w S2 MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING H Z U) / III Lu BBY MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U C7 a O O I I _ PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. dRRR Z N N / 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g �� SEE DETAILS HORIZONTAL LA-D,G,H; MULL SHEETS 2a 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS" 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/rRAPEZOIDAL'. PHODULrRBVISED w waplyin9 with Lha Florida I—HOR Z.MULL LENGTH--i 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSFT')FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Dun6ins Code .F�l t•� A1ULL Fes-- 1 WIDTH---i THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Acceptance No '1 LENGTH I" I MULLION CAPACITY(LBS")OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIF7')FOR THE OPENING OBTAINED IN a,D OPENI� STEP 1). - HFIG T 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE Niall adt Pr—�4dntt Conlrot OPENING r/ A7 LL H /� µ7q1` d LVEN�TH REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1)1 I I 111I I7 HEIGHT OR LENGTH !' 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��,��{ON Nry 4; L ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•' UOENSF/�C�� CAPACITY IS MET. SINGLE MULLION SINGLE MULLION �FORV �AA fuL 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FORTHE – NO.587p5 •',yj- ENINGWIDTH OPENING,YOU MAY USE THE CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. oPWITHTHIS '_D t FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '.O SEE CORRESPONDING DETAILS MULTIPLE MULLIONS O'n••• 141/��` I FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :C� '••F(01210P„ �� CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 77 N 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. LY A.LYNN Mil-Vit t,P.E. FL P.E.#58705 �ry 12A DETAILA: —MULLION DETAIL B: ,—MULLION MULLION TO 2X WOOD BUCK MULLION ATTACHED TO IX BUCcsTRIP TYP.ANCHOR d OR WOOD FRAMING WOOD BUCK AND MASONRY ANO /—BE SEE PER SUBSTRATE, pi (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) E _ TABLES 184613 i SEE NOTE 1, N MULLION U) 4 SEE SHEETS z S MIN 2.7 KSI 0 rR`N%T.H,E 1 2 1�23 FOR ROLE 4 ., ."1,. *' EDGE LLl CONCRETE OR DISTANCE4 -j T.. I LOCATIONS -j ILI OFFSET MIJU- EDGE SEESEETABLES CLIPMAYBE EDGE DISTANCE IB_Iea I THISMETHOD. 4 1 DISTANCE FOR MASONRY 0) NSTALLED BY FOR WOOD SCREWS ANCHORS < M w 2&WV MULLION FOR SIDE VIEW z ALL MULLIONS o co 4 4 4 EXTERIOR Z 4 DO E E z 4 DISTANCE '1b < FF- MASONRYOR 0 THE OFFSET CLIP IS ANCHORS F z zz U NQ e EXTERIOR 4 o 'ff 4 ALSO BE USED FOR o UU OTHER FRAME TYPES. tr R S2 IL z 0 0 o GO In TYP.ANCHOR TVP.ANCHOR 2 1,pt s Cl TYK ANCHOR /—PERSUISSTRATE, PER SUBSTRATE, lot 1% PER SUBSTRATE, SEE TABLES 1B.16B SEE TABLES IR-16B — SEE TABLES 18168 EDGEIEND DISTANCE BUCKSTRiP SEE TABLES AND EMBEDMENT BUCKSTRIP a/TABLES ATTACHMENT AND ATTACHMENT 8YOTHERS, A T SEE NOTE BYOTHERS, SHEET I. SEE NOTE 1, SHEET 1. ONG r N.T PRODUCrREVISED SIDE VIEW M*FTR -AVIY148 11A the Fierid. FRONT VIEW Buadlas oa* 1 —4 AccqtmceNoj'74 T (�)j INSTALLATION NOTES:. nwo 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. AfaMI ale PiodUel Co.. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE (DIRY LYIV/V 1// CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE .......... 41le FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD, z Na 58705 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 0S ELCO ULTRACON OR ELCO 1/4'S.&AGGREGATOR MASONRYANCHORS. "40RIDN .. ........... A.'Le ER FL P. 58705 DETAIL E: ' DETAIL C: MULLION TO MULLION --i .12�MIN. ® £± 15 MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: 4�xE+ MASONRY STRUCTURE MULLION (U•Ctip) 1)MAY BE INSTALLED IN'TEE'OR"CROSS' ' o (STANDARD CLIP SHOWN) INTERSECTIONS. m 2)MAY BE INSTALLED HORIZONTALLY $ x LL I TYRANCHOR t (SHOWN)OR VERTICALLY. STANDARD OR I i t PER SUBSTRATE, RIES CV OFFSET MULL I I SEE TABLES IB-138 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 5 m cuPMAVBE i 1 ` TOP VIEW FOR CORRESPONDING MULLION, fl) wM INSTALLED BY I EDGE DISTANCE MULLION z t� THlS METHOD 1y I FOR MASONRY 4 ANCHORS VARIES-t---i 012STEELSCREWS, C$ ~� SELF-ORILLING OR PRE-ORILL ~\MULLION AND USE SMS B.1 O Do EXTERIOR °a Y7 / co m MULLION (1) q F- Z J EDGE DISTANCE „ 0 a FOR MASONRY ~ 0 Z° • ANCHORS LINTERECTION g' Q WINDOWS,BUT hWY LN.r7 $555 �, a ALSO BE USED FOA U•CLIP ,A OTHER FRAME TYPES. EXTERIOR TYP.ANCHOR .q Q Z PER SUBSTRATE, ° 4 Z Z ¢ N SEE TABLES 18.138 TYP.ANCHOR SEE SHEETS 21-23 FOR <_ O z PERSUBSTRATE, HOLE LOCATIONS � ��MR BUCKSTRIP � $ AND SEE TABLES 18.138 FRONT VIEW EDGE K W g ATTACHMENT BY OTHERS, DISTANCE S2 EMBEDMENT � - SEE NOTE 1, a' SEETABLES Tn r O SHEET 1. 1 t&t3B (� Z. Q O • - ,_- EDGE "SL--^ O • OISTANCE D. S,O�o MIN 2.7 NSI C�CRETECJEW MIN 2TKSI CONCRETE OR CMU p'3BSEE BLE5 SIDE VIEW SIDE VIEW DETAIL D: � —' MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. G= TYP.ANCHOR eCODE. PERSUBSTRATE, SEETABLES18.138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION sEE snEETs 'RODUCPRBVISBD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE E SH FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ungCbdc FOCLOWtNG SHEETS.FORDETAILSA-D,EITHER THE STANDARD OR tNTER[OR CLIP MAYBE USED. / LOCA�s2._/ `�7 MULLION3}ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD.4)WOOD BUCKS ARE OPTtONRl,SEE DETAIL C,SHEET 3. 7 fiamt ado Product Come.5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1 EDGEELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. DISTANCE �� OtAY LYNjyR STEEL STUDS THINNER THAN SEETABLES ��.••""'••FRONT VIEWGAANDCOMPLIANTWITHTHEFLBUILDING 18-138 A 2X WOOD BACKER MUST USED, Lf� ATTACHMENT BY OTHERS, EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW N4.58705 7'r NOTES: .-n ; C.�. M1 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD %0,n'• ST c ANCHOR VALUES MAYBE USED. - a 2 SEE CORRESPONDING MULLION TABLES, SHEETS 6.20,FOR QUANTITY OF SCREWS, A.Ltl'N VII! P.E. 58705 DETAIL F: DETAIL G: DETAIL H: �� FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP)' o o� SEE DETAILS A-E, $x z v SHEETS 2 AND 3 FOR INSTALLATION 30'OR 45' TO SPECIFIC SUBSTRATES. BAY MULL LON MULLION III m fl) p W 0 lil 0 Z 1n O O EOa O O 0 O 1 W O O TOP VIEW SIDE VIEW I i ILU $ O SHOWNWITH i'X4'X.125' 1 TOP VIEW 1 I DO vi ,/� MULLION Z ,J L.S I 1 I I TYP.ANCHOR EXTERIOR I I �SEETABLES15BOR169 Z U g m TYP.ANCHOR STANDARD MULLION CLIPI I PERSUBSTRATE, I EXTERIOR Z MODIFIED TO FIT FIELD 1 SEE TABLES 18-148p r, CONDITIONS. 1 11 I I a Z e- � 2-X 6•ANGLE CLIP, ~ Z Q 1 I i I I 2 PER MULUON END,MUST BE Q O Z (` I I I I INSTALLED INSIDE OF BAY MULL. OO MULLION I p m0 II o' N J 10� 2'X C7 Ia-•it I 1 6'X.125' Y Y II I I ANGLE CUP,LLION END, ~ Z 0 3 Q\ I I I I 2 PER MUU _ Q I I I MUST BE INSTALLED d.g Z�CO co O go1 I I INSIDE OF MULL. •- j m I I '-\,_TYP,ANCHOR b PERSUBSTRATE, - SEE TABLES 18-14B ./� INTO WOOD, j� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM.CMU OR MASONRY MODIFIED IN-FIELD. 1Y EXTERIOR c� �- ®� PN O w mmplyT RBV SHD EpOEO CµOR -l'7 �� 49 wmply'hl®wllh the FiDfldY PER f Building OD& ® I ® INTO WOOD,STEEL, O AGGC�KO _ ® ® ALUM,CMU OR MASONRY H EDGE DISTANCE \11arn1 8d00 PER ANCHOR EDGE --© \\11111111/47 DISTANCE f NOTES FOR INSTALLATION OPTION G 8 H: �}�� PER ANCHOR ••" (( O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. P�.•' \,10ENSF'•.,F,P NOTES FOR INSTALLATION OPTIONS F: A. _ No.58705 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11-X.125'MULLION. LOCATIONS. -.0 2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :O•'. �-Aq 5 <l/�� L7 . LOCATIONS. T �� 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. '�CC�1''•FLORIOA.••'G��. S'ONAL EN 1 A.LYNN BILLER,P.E. FL P.E.#58706 TABLE 1A Mullion Capacity Table IbsfRx )a'T'nrTi Opening Width(for vertcally-sparving mullions)orOpenIng Haight(for horizorta*sparring mi.11lons) o�WW�( � ¢ Sp in 601n 70 In 60 In 901n IDD in 120 in 140 in 1601. ¢m 3 O Rectangular Trepmang. Rectangular Treplrrlen9. Reclongular TiipTil.q. Reetonaular Roprtdang. Rectimplar Troprrdwg. Rectangular TreprTilang. Rectangular Tmprrdang. Reclangdor Treprldang. Rectangular Traplydang. YdY 1 X 2 X.125 Loafing Lwdn9 Lwdng Loafing Lwdng Loadng Loafing Loading Lowing Lwdng Loafing Lwdng Loadre L.Wn9 Lwdn9 Leading LoadnB Lwdng Sx g O Alum.Tubs .' F F �' F '_ �• '_ �' �' '.. ;" .� � ',. F '.. §� Mullion g u .1a .a a�, s o g g� a $� N 5 a 5 c9 6 t9 6 b" e9 3 6 t9 d 6 c9 c9 r7 5 3 3 t9 8 B r3 S 6 s in e 8 >:. a $ B Is � � o H�L 42 in 111.9 408 129.5 332 93.2 406 115.5 325 78.8 408 107.8 321 119.9 4D8 104.4 319 62.1 408 104.0 319 56.8 40a 104.0 319 48.6 408 take 318 39.9 408 104.0 310 35.0 40a 104.0 319 J W 48 In T4.9 312 93.8 268 62.4 312 73A 262 53.5 312 67.0 246 48.8 312 63.2 248 41.6 3t2 01.3 244 37.5 312 61.0 244 312 312 61.0 244 26.6 312 61.0 244 23A 312 01.0 244 � 8 � 50.625 In 63.9 281 70.0 234 53.2 261 61.5 228 45.8 26t 55.7 224 399 281 52.1 222 35.5 281 07.1 220 31.9 281 49.3 2t9 20.8 281 19.3 2i0 22.8 281 19.3 218 20.0 28f 4B.J 219 W C)o O 541. 52.8 247 57.5 207 47.9 241 49.6 202 77.6 247 44.8 IBB 32.9 247 41.5 188 28.2 247 38.4 194 28.3 247 38.1 103 21.8 247 30.1 107 18.0 247 78.1 193 18.4 247 36.1 183 = M em 60 in 38.4 200 41.2 17D 32.0 200 35.4 166 27.4 200 MA 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 158 h to J J 631n 33.1 161 35.3 155 27.e 161 30.3 152 23.7 181 28.9 149 20.7 181 24.5 148 111.4 181 22.8 144 18.6 101 21.7 143 'f 66 In 28.0 165 30.8 142 24.0 165 26.1 139 20.6 165 23.1 130 18.0 165 21.0 134 } m 72in 22.2 179 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 Z IL @ ILU 7 co Z 781n 10.11 125 19.7 109 15.7 125 18.8 107 EtE I. Q J ,.In 17.5 118 18.x ti. 7 Q N O TABLE IB A N CHOR CAPAC ITY ADJ U STM ENT FORM U LA: FQ- � Z ro .-- Anchor Ca act Table Iba (A 04 8CD ANCHOR CAP.,,,,,,,,, Subslmto: 2.7k C4oereto 3.5k Canc. HonowcMu Fined CMU PT wood Minot (OP-)X( )=ANCHOR CAP. MULLION CAP.,w,,,,e _ AncMr Typo: 3116'Else UlUocon 1/4'Eka UlVecon 511V Elco 3118•qco UlVecw 1/d'F.ko Ullrecw 114'SS Eke 6116'Elco 1n'SS Elco 010 Staei 912 SIml 012 Sled x Y Y AnchorCllp Patterns ullrecan Aggie.lor Ullncw AggroWler Screw(G5)Semw(G5) screw(65) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edge Disiance(m): 1' 2-112• 1• 2.1re 1116• 1• 2.112• 1• 2.1/2' r 3-I.• 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U X Q Embedment M): 1014• 1314• 1314• Ian' 2• 1.1/4' 1-114' 1-114- 1-0n• 144 1414' 2- 113/6' 1316' cedes ACTUAL PRESSURE REQUIREMENT FOR THE Q z O O 2Anchors®4.75•Min.O.C./Standard a Offset Clip(Fig.i): 39D Im 390@3 45025 89011,3 16441bs 270 lb. 280lbs 35410. 740lbs 37423 68(11,5 946 ros 341 lb. 442lbs 58023 OPENING,WHEN IT IS LOWER THAN THE MULLION d y,(n (n 4 Anehors®1.15Idin.O.C.I Standard(orOffsaq City(Fig.2): 4800. 700 let WA WA WA WA 380 lbs WA WA WA WA WA 68211,5 885 lbs 1120163 CAPACITY(FROM THE TABLE)OF THE SELECTED j m0 s:0 4Arohas®3'Min O.C./(2)225 Angle gips/(Fig.3): 7809. 7801w 68011. 1560lbs 1896 ros 54D Ibis 56016s WA 760 Itis 7481te Bulbs 1892 His 68223 88520 112011,3 MULLION.IT WILL YIELDA MINIMUM ANCHOR u Ir- � 2 Aneh-@0ASMIn.O.C./U alp.m1e.12Y Alum.(Fig.47 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 71523 CAPACITY WHICH MAY BE USED TO QUALIFY 3 r9i 8� 1 ArMhOf!FLOP(Fp.51: 185 29 195110 225 23 445 Ib 82211,3 13511,0 14011,3 t77 ros 37011,5 18711,3 33211,3 4731b� t7a IM 22111,0 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE, 2 Anctwn®1.15'Min.O.OJ FCllp(Ft.6): 24D lbs 3W lb. NIA WA WA WA 180103 WA WA WA WA WA J41 Ibs 4421bs 58011,5 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PR DUCTRBVISBD • • • • 1)SEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. u CI)IVI31ng 1rtlh lb-1 FloridaUutldlp}f 07ds �Q SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' AartrceHo 1 ��// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - 140 FIGURE 3: NituN Dade Pro Oet 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• 7111 I I I 1111 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. II ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L 125• `�� •'�(CENSF /<<`cP'��/ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r ; 11 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 No.58705 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2X.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,18-8 S.S.OR 410 S.S. OORION- A.LYNIJrI�L�IR P.E. FL P.E.#68705 TABLE 2A ®� v Multto-Capacky Table ibsil 114:9 Opening Width(forvadcally-Bpaning milllons)or Opening Haight(for borizonla*spacmllg mullions)601n 811 01n 7014 601n 901n 1001n 1201n 140 In 1601n utu41 Tr2! . ap'Tdap. Rectangular TrapWdang, Reotangular Trap7dang. RactengW. Ttaprrdarg. Rectangular Traprrdaro. Raetarguler TtaP(fwfty Rectatguar TtepfIrt . Rectanguar T.Prrd.M Rectangular 7rop77danS T 1%2%.376 Loading LoadlrB Loading LacMtng Leading Loading Loaolne Loaditg Loafing Loading Loading Loading Loadlrg Loading Loading loading Loading Loadllg b Alum.Tae g g. 8 g -1 1 g, g, Mullion 13 �' �" tSI I g " I- 23� 119„ t#^ !111 � 5 6 $� E $ 6 $� a` $ rtt_ � � (Ok W 4214 170.0 820 170.0 435 151.3 662 1760 470 129.7 662 170.0 506 113.6 662 1616 618 100.9 s62 168.8 517 80.8 662 188.9 617 75.7 662 1689 617 W.B 662 168.9 517 66.7 682 180,8 517 4814 121.8 607 136.0 419 101.4 507 11Ya2 dto 86.9 607 Y08.7 403 78,0 607 1020 399 878 507 89.6 391 60,8 687 99.0 396 60.7 $07 99.0 3% 43.4 507 980 396 30,0 607 90,0 See _ 50.62514 103.7 458 114.8 379 864 456 39-9 371 74.1 496 90.b 364 $4,8 456 9A6 360 676 456 81,3 357 51.8 456 BOA 356 43.2 456 60A 356 3T.D 456 8p,0 358 324 456 6A,0 356 5415 85.4 400 83.3 338 71.2 400 88.8 329 61.0 100 72.7 322 53,4 400 87.3 318 47.5 400 64,0 Me 427 400 623 314 35.6 400 61.8 317 30.9 400 81.6 313 26.7 400 81.0 313 LU O CO o F 60tH 623 324 BB.S 276 51.9 32d 57.6 210 d4.5 324 61.2 264 38.9 324 A68 260 34,8 324 43,9 251 31,11 324 420 255 260 324 40.5 253 222 324 40,5 263 19.5 324 40.5 253 0 W CA 6314 We 284 67.4 262 4d.8 294 48,2 246 364 294 43.6 241 339 294 39.8 237 28.8 284 37.1 234 20.9 294 35.2 232 224 294 33.6 230 19.2 294 33A 230 10,8 294 33,4 230 68In 460 268 49.6 230 39.0 266 424 225 3a4 269 37.5 221 29.2 268 34,1 218 260 268 31.6 215 214 268 29.8 212 18.5 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 2 72N 38.D 225 37.9 198 30.4 126 322 19t 2$7 225 28,4 188 225 225 25.8 'SS 2Q0 225 23.6 182 tag 225 221 180 15.0 725 20.3 177 129 225 19,8 176 f1.3 225 18.8 776 7814 30.6 202 32.0 177 25.5 202 27.2 173 21.8 202 2319 170 19.2 202 21.6 167 170 202 1B.7 165 15,3 202 18.4 d63126 202 18.7 180 10,0 202 15.9 158 9.6 202 16.8 158 (L W 01) Z 78 in 28.3 192 29.8 168 23.8 191 2s,1 165 2(1.2 192 22.0 162 17.7 1192 18.7 159 15.7 182 18,1 i5T td.2 182 188 11.8 182 15.2 162 10.1 182 14.4 150 8.8 192 14.2 150 Q _j r d. 90n 18.5 744 78.0 128 127 166 113 464 144 16.1 126 Z _j d N C 96 i4 182 zo�o TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ga ac! Table fibs) ANCHORCAP.,,.,,_ _ W x Sv6stwie: 2.7k Oaicreie 3.5k Caro, Hotiav CMU Filledcmu PT Wood Me i41 (Di;�,)X } ANCHOR CAF-H" 5116*Flea MULLIONCAP.,,n,�,a,/ X rA Anetpr Typo: 3)t6'E(w UOmcon itd•Eko UlBacon 3n8'Etw GtOecon i/4'Eieo Lt... 1/4•SSEfco 51/B'Eko 1/4•SS Eko p10 Steel 812 Sleet p12 Steel Q 3 Anchor Clip patterns u88con AggneGata Ui9aoo4 AggreCator Som(35)Screw(GS) Scm CGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance 5n). P 24r t• 2-v2• 3.18• r 2-1rz• r a1/r r 3-us' z• o.4a• 0.54• D,324• CAPACITY REQUIRED"CORRESPONDING TO AN d `- x m��y Embedmard(ink 14W iWV Y-s+q• 13'4• r 1-1/4' t-174• S•tA' 1.174` 1.1/d' i-Std' 2• sate• 2a8' latka ACTUAL PRESSURE REQUIREMENT FOR THE QQ r'1 2Ah- n=@14.75'Min.O.C,/St.ndardaOBul Clip(fg.1): 390th. 3901ba 45DIb. 890Ibs 18441W Z70Ibs 280th. 3541ba 7/01Ds 374[be 6648ro 948[be 341 Ws 442 lb, 560Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION �$ €a t 4 Aneigno 441.15•Min.C-G t Slan4atd(e(0%0t)QIP(Fg.2}: 480 tins 700 tins WA WA WA wa 38D tins WA NrA WA WA WA 602 lbs 885 ib. ti2o W. CAPACITY(FROM THE TABLE)OF THE SELECTED /Ancbas®3'MN.O.C./(2)245 AtpW Clips/(FIe.37• 78)Ibe 780 IM 880 th. 1560th. 1898 th. 54010. 560II s WA 7801m 74a the 680 Ice 189214s 682 Ibe 885 th. 112010. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Aahas @90.45•kW.O.0 tU{9p,iota.l2Y Atum.{Fq.4Y WA WA WA WA WA WA WA WA NIA WA WA WA WA WA 715th. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amha/F42ip(FIB,6): $95M 195Ibe 225[be 444 th. 8221hs 13515. 140Th. 1771bs 370 be 187 ft 332[be 4731W 170Ibs 221 ms 2e$1W ADDITIONAL ANCHOR OPTIONS FROM THE 2Andtwa Q 1.75'Mtrt.O.CI F47tOtFg.$k 240 9rs 350Th' WA NIAWA WA 190 ibs WA NtA WA WA WA 341 los 41210. 58O tins ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2:� PRODUCrVIBBD� • •_____�� TABLE NOTES: RH 93 samPIYNtS wah ftFioddA a littleg On*1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. :ptmcoNo SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --( 1.000" �-- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. BY diem! adcPro utlControl FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.000' 11 i I i{// HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `,�0 Qty LYNN dtfl 7��f ANGLE CLIP MUST BE USED iNPAIRS. ��•'k,(GENSF''•tF:p��l 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED LIL-375* FIGURE 4; FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � = No.58705 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 STEEL TO BE AT 1•X 2•X.375•MULLION �";ALTE *- LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'O '•"� a' LL � THE MATERIAL,910&812 ANCHORS INTO WOOD MAY BE STEEL,t8-8 S.S.OR 410 S.S. = Is '��sSrQNAL�C��,• A.LY14N MILS 9R,P.E. FL P.E.tt 58705 TABLE 3A ®OH n Mullion Capacity Table Ibstfe Opening Width(for var8rall-spanring mullions)or Opening Height(for horizontally-Spanning Minion) 501n 601n 701n 60In 90112 100112 120112 140112 780112 0 Rectangular Trep77deng. Rectangular TrapRdang. Rectangular TreplTdarg. Mdengdar Treplmang. Rectangular Tmprfif.g. Redn"Aer M.pRdang. R-1.1,guler Trep/7dang. Rwangder Dep/Mang. Reetanl;W., Ttepflltong. o 17[27671 lAadng Loafing Loafing Loadng Loafing Loafing Loafing Loading Loading Loafing Loadng Loading ..ng Loafing Loadng Loadng Loadng Loadng a.g rp y U .376 Alum. Tube F' ,. ,. •' .. u,. ,. ,. ,. ., dF .. .. Mullion Nm ��p {a{.rgg�g�grtrr4.. s 7gtp$rR� 5 � (;� •rgr(� a}y�� .� ,§ �• 6 •7�{� }�{ }fit• 56� � �� {b{ ��p£yj' }Lt 6� $� �� a�� 5€ 6 a� 6� $ �� ago: o `2C Q aK f � 6 •sC Ql, a �`. 6 `C E. a `� •� '2 `c N K W 42 in 170.0 1120 170.0 435 170.0 7" 170.0 478 170.0 885 170.0 606 110.0 992 170.0 519 170.0 1118 170.0 52t 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1701 170.0 521 111.5 1301 170.0 521 J W 48 N 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 138.6 1139 170.0 680 113.9 1139 170.0 680 97.0 1139 170.0 660 85.4 1139 170.0 680 Z) _ 60.625 In 170.0 747 170.0 563 170.0 696 170.0 631 167.8 1032 170,0 684 146.6 1032 170.0 727 130.5 1032 170.0 747 117A 1032 170.0 756 97.8 1032 170.0 756 63.8 1032 170.0 758 7J.4 tOR 170.0 758 LU O b' O 641. 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 901 146.0 711 96.8 1107 141.1 710 80.6 907 110.0 7011 69.1 907 140.0 709 60.5 007 140.0 709 m O F-• M 601n 1411 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 699 88.2 735 106.2 590 78.4 735 99.5 $67 70.5 735 95.1 515 58.6 735 91.6 574 60.4 7J5 91.8 $74 44.1 735 91.8 574 F=-• to J 631. 121.9 666 130.0 570 101.6 668 111.5 557 87.0 sell 08.9 547 76.2 668 90.1 536 67.7 808 83.9 631 60.9 666 79.8 528 50.8 666 75.6 521 43.5 866 76.6 521 38.1 See 75.6 521 2 V 7 661n 108.0 607 112.4 522 89.3 607 96.1 511 75.7 fi07 85.0 501 Sea 607 77.1 493 55.9 607 71.5 486 53.0 607 67.6 481 14.2 007 67.4 4711 37.8 607 82.7 474 33-1 607 62.7 474 z iL 721n 81.6 510 85.8 443 68.0 510 73.0 431 58.3 10 64.3 426 51.0 510 57.9 419 45.4 510 63.3 413 40.8 510 50.0 406 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 (1)pp W 161n 69A 458 72.5 400 57.8 456 61.7 392 49.6 458 54.1 385 43A 458 45.6 778 38.6 456 44.6 373- 34.7 458 41.6 368 28.9 456 37.7 382 24.5 458 J8.0 J59 21.7 158 35.7 358 Q j b ��z 75 In 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 1 49.8 368 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.5 435 34.4 344 22.8 435 32.6 341 20.1 435 32.2 340 'r• r 90N 41.6 327 43.1 290 34.8 327 38.4 285 26.9 327 3t.8 280 26.1 327 28,3 275 23.2 327 25.7 271 20.8 J27 7J.7 280 17.4 321 21.0 262 14.0 J27 1B.J 258 Q ^ Z C-.1 O 96 in 34.4 287 35.4 257 28.7 2111 28.9 252 24.6 287 26.0 248 21.5 287 23.1 214 19.1 267 20.9 240 17.2 287 IB.7 237 14A 287 18.9 232 M F' O 108 In 24.2 227 24.7 205 20.2 227 20.8 201 17.7 227 16.0 198 15.1 227 16.0 ID5 Cf) u)m o 0 Ir) Ili In 22.3 216 22.7 1114 18.0 215 18.1 1111 15.9 215 16.6 1811 O r 120112 17.6 184 17,9 1117 N U x Q 0 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: acr- z fA N Anchor Capacity Table lbs g$ Subsbeta: 2.7KCorcrele 7.51,C- Hallow CMU FilledCAlu PTWood Wet (DP.e)X((ANCHORCAP.,,e,,,,F _ANCHOR CAP.- $�42 5118'Eko 1/4'SSEk06116'Elco 114'SSEko BtOSteel 112 Steel 8f2Sled `MULLIONCAP �-��-� AncItorC11pPatterns Amlwriype: 3/16'ElcoUlUaeon 1/4'EkoUllrecan 3118.Elco 1/4'EkoUilracan ulbocon Aggregator Ultreeon Aggregator SCre'w(g$)S 12 Steel 012 lest USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 01atance On): 1. 2-112• r 2-1/2' 3-1/8• r 2.112• 1• zarz• 2• 3-tre• 2• 0.46• 0.51' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedmenl ft 1374' 1-3l4• 1-314• 1-314' T 1.114• 1-114' 1-1M• 1414• 1.114• 1-1142• 1J78' 1.316• vades ACTUAL PRESSURE REQUIREMENT FOR THE 2Ammrs@4.75'AIIn.O.C./SlarMard or Oltseldlp(FIg.1): 3901W 3901W 450 @s 8801W 1644[be 270IW 280lbs 3541W 74016s 3741W 664IW Bog lbs 341 lbs 4427be 660109 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ambo.@I.1Min.O.C./St.adwd(orottset)cgp(Fig.2): 4801W 700lbs WA WA WA WA 3801W WA WA WA WA WA 6112 lb, Web. N201bs CAPA 5' CITY(FROM THE TABLE)OF THE SELECTED 4Ambxs�3•Min.O.C.1(2)2K5 Angle pips/(Fig.3): 780 ft 7801W 680@s 1560 ft 1096 Its 540 Me 560 ft WA 7601W 7481W ON Ib9 M921W 662 lbe BBS Its 1120 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2A.i;; ®0.45'A,.M.C.1 U171p,Into A25'Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7151bs CAPACITY WHICH MAYBE USED TO QUALIFY 1 Amlrorl FCBD(Fig.5): 1951W 1957W 225[be 4451bs 822IW 1351W 140169 1771W 370 lbs 1871W 332 lb. 473 lbs 170Ibe 22tIW zlto lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 411.15'MIn.O.CI FCIID(Fig.6): 21D IW 3501bs WA NIA WA WA 1901W WA WA WA WA WA 3411W 4421W 6801W ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. RODUCf RBVISBD Complying 11'1�11}1160 PlOrlda b4ldlM No FIGURE 1: FIGURE 2: � 2 TABLE NOTES: 1.000'1)SEESHEET1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ,Produce Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11 1711 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. "0' ON`( LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' `��.•' >GENSE•'•.,P HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 14;' '•.�`c % 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-FILLED - . CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '375' jj FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 0 •, S'ATL THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT •••,F<OR1DP,• G\` 1'X 2.75'X.375"MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • 0 0 THE MATERIAL.NiO&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ONA A,LYNIV1hiHLLP.E. FL P.E.#58705 TABLE 4A ^ 2 Mullion Ca ao Table Ibs/R Opening Width(for uedlcelVspartring mlilions)or Opening Helght(for7grirnntelysperrirg millions) >cId 50In BO In 701n 801n 901n 100 in 1201n 110 in 180 in r��, Id O 112.762 Rectangular TrepRdarg. Rectangular TmpRdang. Reclenguler 71ap/Tderrg. Rectanguar Tre4JTdang. Reclenprlar Trap7dang. ReelangJar Trap/Tdarg. Rectangular Trep/Tdang. Rectangular T. -9. Reelmiguler TraplTdeng. Loading Loading Loafing Loafing Loading Loadrr9 Loading Loading Loading COadrg Loafing Loading Loadirg L0adn9 Loading Loading Loafing LoeQng nY i U ASD Alum. Tug. a a D a _ L• E L' Tube •a r , •a •c., EF -a.. •` S.. Yi.. D D_ F $' _ .' . ,. 'a.�a a v^ v !c a^Mullion � NFILA� z � to �_, d 0 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 092 110.0 Me 170.0 1118 170.0 521 170.0 1240 110.0 521 170.0 1486 170.0 521 158.7 1820 170.0 521 138.8 1820 170.0 521 J W 481n 170.0 708 170.0 524 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 577 170.0 1417 170.0 060 141.7 1417 170.0 580 121.5 1417 170.0 680 108.3 1417 170.0 680 _ 50.625 In 170.0 747 170.0 583 170.0 696 170.0 631 170.0 1040 170.0 884 170.0 1195 170.0 723 182.6 1288 170.0 747 146.3 1265 170.0 755 [42.4 1288 170.0 756 104.5 1286 170.0 758 01.4 1288 170.0 750 W O O OF 54 In 170.0 797 170.0 012 170,0 955 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.8 1130 170.0 837 120.6 1130 170.0 656 1130 170.0 861 80.1 1130 170.0 881 75.3 1130 170.0 861 � J 601n 170.0 885 170,0 701 14a.5 015 182.3 781 125.5 015 144.5 748 109.8 915 132.3 735 97.6 015 123.9 M8 87.0 915 118,5 720 015 114.4 715 62.8 915 114A 715 54.9 915 MA 715 I" {, 63 in 151.8 830 181.8 710 128.5 530 136.9 694 108.5 530 1212 681 94.0 830 112.2 870 84.4 830 101.8 602 75.8 630 98,1 658 830 91.5 849 51.2 830 91.1 549 17A 830 91.1 849 W d Fe win 132.1 757 140.0 650 110.0 757 119.6 636 94,3 757 105.8 824 82.5 757 96.1 a14 73.4 757 99.1 605 88.0 757 84.2 600 757 79.0 583 47.2 757 78.2 $91 41.3 757 75.2 591 z IL Z C T2 In 101.7 636 /00.a 552 84.8 SW 91.0 540 72.7 630 60.1 S30 03.6 038 72.2 521 56.5 838 80.5 514 50.0 638 62.3 506 636 57.2 500 36.3 638 55.3 497 31.8 630 55.2 497 Y7 78 N 08.5 571 00.4 498 72.1 571 76.8 486 8. 511 67.4 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 . 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 448 Q j o: 781n 80.0 542 83.4 474 68.7 542 70.8 465 57.1 542 62.1 458 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.8 425 25.0 542 40.1 423 C;'51 o BO In 52.1 407 53.7 381 43A 407 45.4 355 37.2 407 39.8 $40 32.5 407 35.3 343 28,9 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 18.8 407 24.1 322 18.3 407 23.0 319 Q Z 901n 429 356 44.1 320 35.6 358 37.2 314 30.7 356 32.4 300 28.8 358 28.8 301 23.6 358 20.1 300 21.5 358 24.0 298 17.0 356 21.0 288 15.3 356 19.2 284 X'Ise m �O a o' 3 t081n 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.a 283 10.9 2M 18.7 283 18.0 240 15.1 283 16.5 237 111 In 21.6 267 28.3 242 23.1 281 23.a 236 19.8 287 20.0 235 17.3 267 18.3 231 15A 267 18.5 228 N G•7 f!) 120 in 22.0 229 22.3 209 10.5 229 18.8 205 15.7 229 16.2 202 V X Q O O Q..� Z TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor CapacltV Table fibs) ANCHORCAP.,,,,,,,,,, Su1'slrete: 2.75 Concrete 3.5k Oona. Ho11mcAqu Filled G1U PT Wood Melel (DP„)X( >=ANCHOR CAP.,,,, J -� 111'Ell 114'SS El. 5116•Elco 114'SS Eko 810 Steel 812 Steel 012 Slml MULLION CAP.,®,,,,,, Anchor Clip Patterns Anclwr Type: 3/16'EIcOUIVacon 1!4•Eko UlUacm 3/18'Eko UlVecon 114'Eko NUecan UlVacon Aggrecator u0recon ABgrecator screw(os)Saex(os) Screv(cs) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dlstanco 047 1• 2-1/2 MWA 2-1n• 3-UB• 1' 2-1/2• 1• 2.1/r 2• 3-118• 2• 0.45• 0.54• 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Embedment n 1314' 1.314• 1;314• T 1-114• 1-114• 1.114' 1-114• t-114• 1-f A• 2' 1318' 1376' aedas ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom @ 4.7V Min.O.C.I Slanawd or Offset CIO(Fig.17 390 Ins 300 lbs 69011'5 1644lbs 270 lbs 280@s 35410s 740 lbs 374 lb. 664 lbs 946lbs 341165 4421bs fi6016s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.1S'M..O.C.I Slendard(or Off m)Clip n.2Y 480105 70011'5 WA WA WA 380165 WA WA WA WA WA 88216, 6851 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 ® 69n.O.C.l(2)2x5 Agle Clip I(Fig.3y. 780@5 780155 1560lbs 189611'5 540lb. 56011'5 WA 760155 74811'5 880165 1692lbs 602 Ibs ee is 1iz0lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Archas10.45•Min.O.C.1..,,.10.125'Alum.(FIg.4} WA WA WA WA WA NIA N/A WA NIA WA WA WA 715 Ns CAPACITY WHICH MAY BE USEDTOQUALIFY tAnchor/F-Clip(F1g.57 /9511'5 19519 445 ks 02211'5 13511'9 1401be 177105 370 lbs 187lbs 3321bsADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchgs®1.1YMi..O.O.l F•alp(Fig.6): 240M 350 ms WA - WA WA leo lbs wA wA NIA wA wA 3anba 442lbs SBO Ibs ANCHOR CAPACITY TABLE. RODUCr RBVISBD 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. -MYIYh S with the Find& ugdlag Cbdo cceptmtco No -J10-.Jr,Q FIGURE 1: FIGURE 2: TABLE NOTES: --1 1.000" �-- Moil. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. duct C0r11rol SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ``17111111)y/II 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. �O\ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ��,•' �,\CF.N c� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. e : sfi '•.S FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED z !(I S:• tL%` FIGURE 4: FIGURE 5: FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' s ATE Ol' <C/ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND 136,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'%2.75•%.650'MULLION CC � S � THE MATERIAL.410&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. "SS Of�gL ` 1r/71r)11117E11 0 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A Oa Mullion Capacity Table Iba7R1 Op9nIn8Wldth(forvertir�lysparring oro onln H0l0ht(f00_!mrJtT9y8 mirgmUliorl3) �kC 501n 601n TO In Sol _4. 120 N 140 N 1801n � O lwgular 71ap/Tderg. Rectangular TrapRdang. Rectangular Tep?denp. Reclangr/ar Trep7Tderg. d iota a ng. Rectangular TieplTderg. Reclangidar Traplfdang. Rectangular Trep/fdong. 3 ii adng Loadng Loafing Loafing loafing Loafing Loafing Lcadng Loafing Loafing Loafing Loafing Loadrg LoadnD Loafing Loafing Loadrg Loafing Tubo MullB �� is B gB CO e� U) w 4 170,0 820 170.0 135 170.0 714 170,0 /7B 170.0 888 170.0 SOB 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 12 0.0 1488 170.0 521 170.0 1735 170.0 521 154.1 1802 170.0 521 J W 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170,0 881 .7 1577 170.0 080 135.1 1577 170.0 680 118.2 1577 170.0 680 _ 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 tae 170.0 664 170.0 1195 170.0 723 4 1 170.0 7 1/1.7 1/85 170.0 750 121.5 1185 170.0 756 108.3 1{BS 170.0 758 W o Q In 541n 170.0 797 170.0 612 170.0 958 170.0 091 170,0 1118 170.0 754 170.0 1275 170.0 BOJ 11)8.1 1401 170.0 837 U9.5 1401 170.0 658 124.0 1401 110.0 881 108,8 1401 178.0 861 93A 1401 170.0 681 CO BON 170.0 1)85 170.0 701 170.0 1083 170.0 787 158.5 1156 170.0 876 136.7 1156 167.0 928 123.3 1150 160.5 917 111.0 1158 149.7 010 92.5 1156 144.5 903 79.3 1160 144.5 OW 60.4 1158 144.5 903 j {{ 631n 170.0 930 170.0 745 150.6 1049 170.0 850 137.0 ID49 155.5 660 119.8 1049 141.7 846 106.5 1040 132.0 830 95.9 1049 125.5 828 78.9 1019 118.3 820 80.6 1019 110.8 818 59.9 1018 118.9 618 � C'.) Fp 68 in tee.8 055 170.0 769 139.0 055 151.3 801 119.1 955 133.7 11)0 1012 955 121.4 775 92.6 955 112.8 785 83.4 855 100.4 757 69.5 955 98.8 749 59.6 955 8&7 748 521 855 90.7 716 ? 0- g � e W 721n 1285 80] 171.9 897 107.0 003 111.8 get 91.8 003 101.1 870 80.3 803 91.2 859 71.4 803 03.0 &9 84.2 803 78.8 842 53.5 807 722 632 IS.B 803 89.8 828 40,1 003 69,7 627 rAZ 78N 1002 721 111.1 620 91.0 7211 97.0 616 76.0 721 85.1 W5 60.3 7211 78.5 595 80.7 721 70,1 586 54.6 721 05A $79 45.5 721 59.4 580 39.0 721 56.8 504 34,1 721 58.1 503 Q J ate-- 761n 101.0 084 105A 599 64.2 884 69.4 587 72.2 864 76.4 576 63.1 SU 70.4 587 60.1 684 64A 558 60.5 661 59.9 551 42.1 664 54.1 541 38.1 604 51.3 538 31.0 884 50.6 534 ♦- 901n 65.6 514 67.9 458 51.0 514 51.3 446 47.0 514 50.0 MO 41.1 514 44.8 433 38.5 514 40.5 427 329 514 37.3 421 27,4 514 33.0 412 23.5 571 30.4 408 20.6 514 29.0 403 x Z N 1- gg 00 O 081n 54.2 452 55.7 404 45.2 452 47.0 d317 36.7 452 40.9 390 33.9 452 38.1 J84 30.1 452 32.9 378 27.1 452 30,3 373 22.6 452 26.0 385 IDA 452 242 359 16.9 452 22.6 355 U7 � JOB In 38.1 357 38.9 322 31.7 357 J27 27.2 357 28.4 312 23.6 357 25.2 308 21.1 357 22.7 30J 19.0 357 20.6 298 15.8 357 18.0 29J 13.6 357 162 267 11.0 357 15.0 283 W1111n20.2 338 J0,1 25.0 338 20.1 298 21.8 3J823.1 292 19.5 331) 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 12.5 330 U.6 273 11.0 3J813.6189 M 4A (n120N21.7 289 282 263 23.1 289 23.7 18.6 289 20.5 256 17.3 288 16.1 252 15.4 280 16.3 249 1J.9 289 14.8 248 11.8 289 12.9 210 9.9 268 11.4 238 8.7 289 10.4 232 U x Q O O air Z (n TABLE 513 ANCHOR CAPACITY ADJUSTMENT FORMULA: o mIt AnehorCe act Tabla Iba ANC HORCAP.,,•,,..�. SubsUel2 2.7KCom afe 3.5k Cone. HoOo MU Fmmalu PTwood motel (DP,)X( >=ANCHOR CAP.- dib'Elco V4'85 EX.Ui6`Elco VI'SS Elco 010 Sletl 912511221 012 Sieel MULLION CAP.,,,,,,,,, Anchor Cllp Potleme 441001 Typo' 3116P Elco Uilydcan 114-Elco U82con &16'ElcO UAm:m ll4'EkoUAmcon unracon AggrcOEX unreem AggmEtor screw(06)5112xleel 112SIC5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance on) V 2412* 1" 2.17 3.118' 1 1• 2-12' 1' 2-112* r 3-IM" z 0.4B' 0.54' 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Embednml Qn taro• 1314• 1314' 1-W 2' 1-V4• 1.14' t-14• t-v4• 1-v4• t-v4' r 1-3a• ta�6' rates ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancroa®4.76•M1nu O.o.1 slaman or OfLC,llg, D _ -.16741 2_70105 280 ms Sea lbs 740lns 3741bs Brat _ ae34t..-_ rra.60Jgg�_,- PENING,WHEN IT IS LOWER THAN THE MULLION -t 7S• - S1 { r !tt (�[),�4� _200 t 1 - APACITY(FROM THE TABLE)OF THE SELECTED 4Arclors®3' O.C./(r)N5Ang1aCops I fflg 3j 7801bs 780 115 mo lbs 1500105 tees lbs MOW 1 A s lbs 1692 me 682105 685 ms neo tba MULLION.R WILL YIELD A MINIMUM ANCHOR 3Ancroa®0.45'I41n.0.C.IUCBp,Nto.125•Alum.fflg 4)1 IIIA IUA N/A IUA IIIA IIIA IUA NIA IUA IIIA IUA IUA N/A IUA 10731bs CAPACITY WHICH MAY BE USED TO QUALIFY f Ancrw1 FCBp(R9.6J: 1051bs 195IbS 225 Ins 445 Ins 872 a5 135105 14 m 177103 370lbs 1871b5 332105 473Ibt t7o003 221 me 290 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc"®1.15'Lll6O.CI FCO (ng 2401bs 350106 NIA IUA NIA NIA 100 Ws IIIA IUA NIA IUA IUA 311 NS 442105 fi601be ANCHOR CAPACITY TABLE. RODUCTRBV{SSD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. COMPly)ns WM the Florida F"1.000•-I 6ndlog Chde oNo _ FIGURE 1: URE 2: TABLE NOTES: acpt4n Dmc _ Q _ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. amt ada product Camml SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111 111/l/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE 3125" \pNy,..NN Mqe��,,� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��,,. •�1GEIJ,gE ., ,p � • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �1 r No.58705 'k ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500• � >'--"`L..e _- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED Y 15 W`= 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• %A0'•, STATE OF 4Q THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL T 1'X 3.125•X.5•MULLION OBEAT ••,F(ORIDP••' THE M,125"THICK L.#10AND&#12 A ALL CHORS INTO INTO METALS TEL EXTEND AT R 410 3 SCREW THREADS BEYOND (1•VF MULLION) i ,•,•.„ � Q 0 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. r�rs/O�J/->,L A,LYUIAMJJ ILL 2,P.E. FL P.E.#58705 TABLE 6A 0n Mullion Capacity Table(lbs7fe) j) Opening Wldih(for vertioaiy-sparlrirg mu0ens)or Opening Height(for horizontally-sparring mUllons) SO In 601n 701n 8011. BO In 1001n 1201n 140 in 1601n �-:a p Reotenguler TrepTiang. Reclergdar Tap,Tdeng. Reetengular Rep7Tdarg. Reclengllar TrepTdang. Rectangular 7rep/Illeng. Reclangder Trep7Tdan9. Rectangular TiepRdanO. Rectangular Tap/Tdang• RecIvguler TrepRdana. do c eR 1 x 4 X.126 Loading Loadng Loadn9 Loading Loading Loading Loadng Loafing Loading Loading Loading Loadng Loading Loading Loadog Loadng Loedi.g Loading = 2 0 Alum.Tuba ;~ r• '� g '... '... F F ',. '.. '� F F ir F F £_ .f F :FP � Mullion N 21 1 o ��m � 42 In 170.0 620 170,0 435 170.0 741 170.0 478 170.0 888 170.0 We 170.0 992 170.0 510 170.0 1116 170.0 521 170.0 1240 '170.0 521 170.0 1488 170.0 621 145.8 I4B9 170.0 621 127.8 1188 170.0 521 J W J W 481n 170.0 708 170.0 524 170.0 BSO 170.0 .684 170.0 892 170,0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 158.3 1303 170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 680 07.7 1303 170.0 660 Of to = 50,025 In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 168.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 768 87.6 1235 170.0 756 W 541n 170.0 797 170.0 612 170,0 858 170.0 691 170.0 1116 170.0 754 INA 1168 170.0 803 137.2 1158 170.0 837 123.6 1158 170.0 866 102.8 1156 170.0 861 88.2 1158 170.0 881 77.2 1156 170.0 881 to O H eh 60 In 170.0 085 170.0 701 166.7 1042 170.0 707 142.0 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 138.6 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 (0 J J 63 In 170.0 930 170.0 745 151.2 992 183.8 818 128.6 992 144.4 789 113.4 092 131.0 782 100.8 092 121.4 768 90.7 992 114.6 768 75.6 092 108.4 745 04.6 982 108.0 744 56.7 992 105.0 744 661. 165A 817 170.0 788 137.0 BIT 118.0 786 118.1 917 170.3 788 10].4 817 117.7 752 B1.9 867 10a7 736 62.7 817 102.2 727 66.8 847 85.1 713 59.1 817 84.0 711 51,7 817 01.0 711 Z �� .,� at 721n 135.9 849 142.7 737 113.2 649 121.8 722 97.0 649 106.8 708 64.9 849 08.4 696 75.5 849 68.7 606 67.9 849 827 675 56.6 649 75.3 659 48.5 849 72.5 652 42.5 849 72.4 651 7 Waarp 761n 115.5 762 120.7 665 96.3 762 1026 652 82.5 762 90.0 640 72.2 762 80.8 620 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 782 59.9 597 36.1 762 59,4 595 J a)8 6Z E 781. 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 We 66.6 724 74.4 599 50A 724 MA 591 63.4 724 614 583 44.5 724 57.3 573 38.2 724 54.3 567 33,4 724 53.5 565 Fa- J r � 901n 69.0 613 71.8 483 58.0 543 60,7 474 49.7 543 52.8 466 43.6 643 47,1 458 38.6 543 42.8 452 34.8 643 39.5 446 20.0 543 34.9 436 24.8 613 321 430 21.7 843 30.7 426 ¢ N O Q O 66 In 57,3 478 58.0 427 47.0 478 49.7 419 40.9 478 43.2 412 35.6 478 38.5 408 31.6 478 34.8 400 28.7 478 32.0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2 376 Z WN� p�0 � 100 in 40.3 377 41.1 341 33.6 377 34.6 335 28.8 377 30.0 330 25.2 377 28,6 325 22A 377 24.0 321 20.1 377 22.0 317 16.8 377 18.0 310 14A 371 17.1 3o4 111 N 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 " 2 �[ 1201n 29.3 306 20.8 270 24.5 305 25.1 274 21.0 308 21.7 270 18.3 308 192 287 113.3 306 11. X 283 U Q 1441. 17.0 212 17.2 196 d cN z TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 S:O Anchor Ca aclt Table lbs x'w ANCHOR CAP.,,a,,,,, -� &��-T eulnlrsle: 2.7k Concrete 3.5k Conn. 11oBow CMU F9Ied CMU PT Wood McUI (DP,)X( )=ANCHOR CAP.,,, SiV Ek. 114•S9 Eko 5118'Elco 114'SS Eke 610 Steei 912 Steel 612 Sled MULLION CAP.,, AnchorCllpPetteme AncborType: 31i6'EkoUlbacon 1q'EkoUNecm K27. o1.11ir n t/4'EkoUlBecan ultaton A99re6etor UOacon AggoBGstor screw(05)Sore.(G5) Screw(0.5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge asaroe pnk r z-+n• r 2-1r2• 3.1e• 2-1rr r 2-+n• r 3.113' r 0.4e• 0.54• oa24• CAPACITY REQUIRED'.CORRESPONDING TO AN Embednenl(In): 1.3148 1314• 17/4' 1314• r 1.1/4- 1.1/4' 1.1/4' 1-114' 1414- 2' 1318• 13/8• lodes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancitoa@4.7S Min.0.0.1 Slaaftd or Offset Cfp(Fla.162): 390 Ibs 390lba 450lbe 6901b3 1644 Ibs 270 Ibs 2801bs 354169 740lbs 3741bs 664Ibs 948 Ibs 341 lbs 4421W 56o lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors @ 2.25 Min.O.C./Standard W011-.e1)Up ft.3T 700 Ibs 7001bs 5801hs 1410 lbs 952[as 56DIbs WA 63o lbs WA 680 tbs WA 6B21bs 885lb3 1120 ID9 CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anch=@1.1.r^hI1n.O.C./SteN.d(o O0se0Cllp(Fq.4k 96Olbs 1400169 WA WA WA76D lbs WA WA WA WA WA 1383169 1770 Ibs 2240169MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhxs@3•Min.O.C.1(2)2x5 An9te pips l(Flo.5): 780 Ina 780lbs e001bs 1560lbs 16D61bs 66DIbs WA 760 lb. 748lba 880 iba 1892lbs 682 to. 685lbs 1t201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6Anchars @ 3'MIn.O.C./(2)2x6Argfe Clips I(Fig.6): 1170169 1170 Ibs 10201bs 2340 Lbs 2844 lbs 810 Ibs 84DIbe WA 1140 Ibs 1122 lbs 1320 lba 2635lbs 10221b3 13Z7 Ibs 1880 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4Anchors @ 0.45'Min.O.C./U alp.Into.125'Alum.(Flo.7p WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 Ib ANCHOR CAPACITY TABLE. PRODUCTREVISED 2Anchm@2.2VMIn.O.CJF.Ufp(FI9.B1: 3501bs 3501bs 280169 705169 476169 WA 280169 WA 315lbs WA 4401bs WA 341 Ibs 442169 560169 uwmptying wllh tbb i7orlda 4 Anchors@1.f5'Min.O.CJ F471p(Fq.9): 480lbs 100169 WA WA WA WA 380169 WA WA WA WA WA 6621ba BBS Lbs 1120 Iba BuBdiag Code A wNo NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --1 1.000" TABLE NOTES: Aiarnt a Product Control FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: FIGURE B. 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. xpN(,,....,,M/4e • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ ��1�,.• \,\GENSF '•,FP • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" No.56705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - •/r _ FIGURE 5: FIGURE 6: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .'• 122 �� '• I[/ Q S4ATE �:�� • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' T F(OR10P,.•' SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125'THICK.STEEL i�S ....•• \C9� STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK I -T� S/rO/NAL , ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8 1•X 4•X.125' A.LYNN tiIILrL�R 1P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P-E-#58705 TABLE 7A a ff Mullion Capacity Table Ibslt72) = Opening Width(forvertically-spanning mullions)or Opening Haight(for hod4orltely-spenri g mulQons) �g� a 501n 80 In 701n s0 to 00 In lob in 120(n 140 In 1601n p Rectangular 'R prrdeng. RWangder TFepfidang. Reelanguiar Tmp/ideng. Reelargular Tmp/idane. Reclengder hepTdang. Rectangular TrapRdanp. Rmlanguler 1raWdang• rUctenDUler TrWinang. Reelenguisr T,ap7TI.g. ase 7 x 4 x.375 Loafing Loadng Loading Loadna Loafing I.-Ing Lowing Lowing Loading Loafing Loadrg Loadng Lmdng Lcodng Loading Loading Loading Loring SZ 2 w A(u&YTube r L^ r r_ _ F r_ Lo g �^ F F � F a F r L F_ p_ Mullion ^ 6` c9 8` 8` b 3 m 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 506 170.0 D92 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 321 170.0 1735 170.0 321 170.0 1983 170.0 521 W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 082 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 td17 170.0 060 170.0 1700 170.0 680 170.0 1967 170.0 680 151.8 2024 170.0 680 j 50.625 In 170.0 747 170.0 583 170.0 age 170.0 631 170.0 1046 170.D 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170,0 756 156.0 1919 170.0 760 136.5 1919 170.0 768 �° �v 541n 170.0 797 MA 6f2 170.0 056 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 807 170.0 1{34 170.0 837 170.0 1594 170.0 858 159.9 1799 170.0 681 177.1 1799 170.0 881 120.0 1709 170,0 861 m 3 O M 601n 170.0 885 170.0 701 170.0 1063 170.0 797 110.0 1240 170.0 876 170.0 1117 170.0 911 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.0 1619 170.0 ID63 111,0 1619 170.0 1063 07.2 1619 170.0 1063 J 63 In 170.0 970 110.0 745 170.0 1116 170.0 650 170.0 1302 170.0 949 170.0 1488 170.0 1015 156.7 1612 170.0 1076 141.0 1612 170.0 1122 117.5 1642 166.5 1158 100.7 1542 157.0 1157 88.1 1542 167.9 1157 661n 170.0 074 170.0 789 170.0 1169 170.0 803 170.0 1364 170.0 1002 160.8 1472 170.0 1088 142.6 1472 168.6 1146 126.5 1472 155.8 1130 107.1 1472 147.8 1106 91.8 1472 146.0 1104 80.3 1472 148.0 1104 Z rn 721n 170.0 1067 170.0 978 170.0 1275 170.0 Iace 150.8 1]20 168.2 1701 132.0 1320 149.9 1082 117.3 1720 177.6 1066 105.6 1720 120.8 1019 88.0 1720 117.0 1024 75.1 1720 1128 1013 88.0 1320 712.5 1012 j Wa}g' W Taro 170.0 1122 170.0 877 149.6 7184 159.4 tOW 128.2 1184 138.9 891 1122 1184 125.7 078 eD.7 1181 115.1 884 69.8 1164 107.5 952 71.8 1181 87.6 835 64.1 1101 97.1[44 58.1 1181 927 825 J (n `u Z J i-- s�-- E 781n 168.1 1124 170.0 967 138A 1124 147.0 966 118.8 1124 1288 947 103.8 1124 115.6 971 82.3 1124 105.8 918 830 1124 96,5 908 69.2 1124 89.0 890 69.7 1124 84.3 51.9 1124 03.2 678 ,,,1 00In 1118.1 844 111.5 750 00.1 814 84.7 736 77.2 841 62.1 77A 67.8 844 73.3 712 60.1 844 66.6 702 61.0 8N 81.4 697 15.0 814 64.2 676 78.8 814 60.0 77.8 BN Q.7 662 Q Z N 96 In 89.1 742 81.6 683 71.2 742 77.2 852 83.6 742 67.2 811 55.7 742 59.8 BJ1 49.6 742 61.1 622 N.5 742 49.8 611 37.1 712 47.8 600 31.6 742 79.8 27.6 712 77.5 SN !n o p �1 8 1081n 82.6 688 63.9 530 52.1 566 53.8 521 N.7 686 46.6 617 39,1 588 41.4 505 74.8 586 37.3 496 31.3 688 34.2 492 20.1 666 28.8 481 71.3 586 20.6 19.5 566 24.7 468 rn M J+ o 111 N 57.6 555 58.8 603 48.0 555 49.5 495 41.2 655 42.9 467 30.0 555 38.0 480 32.0 555 34.2 473 288 655 31.3 487 24.0 635 27.1 457 20.6 555 24,3 16.0 685 22.4 442UJI 1201n 15.8 d16 48.4 473 ]8.0 475 39.0 426 328 q6 33.7 {20 28.5 476 29.6 411 25.3 176 28.8 409 n.6 475 21.6 404 10.0 475 21.1 396 16.3 475 18.7 11.7 416 17.2 781 U Q j 1N in 26.4 330 26.7 305 220 330 22.4 301 16.9 330 19.3 297 16.6 330 Me 293 d�x Z rn� TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: 5t]+ �'0 Anchor Capacity Table ba ANCHOR CAP.,,,„,,,,, __ a o o"o Subslmle: 2.7kCorkrelo 3.5k Cm. HdImCMU Filled CMU PTWeod McWI (DP_)X ANCHORCAP.- 5/1fi'Eko 114'BS Eko SII6'Elco 111'88 Eko 410 Steel 912 ftd 112 Sled MULLION CAP.,,,,,,,,, AnchorCllpPatteme AnclarTypa: 311B'EkoUlbacpn 1/4•EkoWueem 3/16'EkoUluacon 114•EkoUllmcan Ui9ocon ng9recator ullracon A08reaator Screw(06)Semw(as) screw(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed9a aslence pn): 1" 2-1120 I' 2.141' 3118• r 2-1n• 1• 2.14x• 2• 31/8' 2• 0.N• 0.54• 0.32x• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 1314' 1374' 1314' 1374• 7 1-114• 1-114• 1.114' 1.114• 1-144• 1-114• 2• 1-we, 1318• fades ACTUAL PRESSURE REQUIREMENT FOR THE 2AnchmQ4.75'Mln.O.C./Slanderda00ael CDp(Fq.192). 390 Ws 3901bs 450 ft a901bs 1644 lbs 270 lbs 280 ros 354 1b, ?40 lbs 374 lbs 664 lbs 940 lb. 341 lbs 442 lb. 560lba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambom N 2.26'hOn.O.C.I Slar4wd(or Oftel)CBp(Fq.3): 70010. 700 580 Iba 1410 lbs 952 P. WA 660 lbs WA 630 lbs WA 880Ibs WA 682 ros 685 ft 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchm@1.17 Min.O.C.I Slarldard W011W)Up(Fq.4y 960 lb. 140DIM WA WA WA WA 70010a WA WA wA WA WA 1303W 17709n 2240 1b. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AnclnrsQ3•M1n O.C.1(2)2x5Angle Cepsl(Fq.5): 7B0 lbs 760 lbs 68016. 1560Ibs Me lbs 510 Mb 500 lbs MA 760 1b,- 748 lb, 8801bs 1892 lbs 682(bo 8851: nzo lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6Am?W,®T Min.O.C.1(2)WMI;le C9pe I(Fig.BY 1170 lbs 1170 lbs 1020109 2340Iba 2814 ros 610 lbs 840 lbs WA 11401bs 1122 I0.+ 13201bs 2B3a 10.a ion ros 1327Ibs O lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4Ar W500AY him.O.C.I UCIip,Inlo.125•Alum.IFq.7): WA WA WA NIA Wn NIA WA WA WA WA NIA WA WA NIA 1430Ibs ANCHOR CAPACITY TABLE. PRODUCTRBVIBBD 2 Awhom02.25-Min.O.CJ F12ip(Fq 8T 1 350 lbs 3501bs 2D0 lbs 705 lbs 1 476 lbs I NTA 280 lb, WA 315 lbs WA I 44D lbs WA 341 lbs 442 lbsPlu5li0lbs COrg11y1ng tv11b Ih6 F1a(I11• t^ 4 Ashore N I.IV MIR.O.CJ F-alp(Fig.9): 460 lbs 70D lbs WA WA WA WA 380 lbs WA WA NIA WA NIA 682 W 685 IW 1120[b. c vpfa No NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.062' Aaxpla3tn I TABLE NOTES: •11am1 ade Produce COniroi 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 SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \11111 l 11741 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. `��;��'�10ENS • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000' = No.50705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE6: FIGURE 7: t 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '. -�( JS WGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE :Q TE F PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '��('•.,FLORIOP.•'•G\`� • • • • • 6063.75 AND BE A MINIMUM OF.126"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .375' .375' �s1S'/ "" THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS T T 444 �IVAI. 1� ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 f•X 4'X.375' I 1'X 4'X.375' I A.LYN{rI fulltiL�R,P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. T'-MULLION MULLION FL P,E.#58705 TABLE 8A � Mullion Capacity Table Ibs/62 � j( # Opening Width(for verocally-spanrilng mullions)orOpenIng Height(for hoill roally-spenNngmLCIons) 60 In 601n 701n 801. 901. I10in 120 in I 1401. 1601. 1 ; 1O 0o F 1.26"X Reotangaar TrapRdanO. Rectmgaar Trep/Man9• Rectangular Trepl7dang. ReclengDlar TrepRdenO. Reclangidar 7rap/lllang. Ractangular 7replldan9. Reelarg0lar Trep?dan9. RactengWer Traplldang. Rectengeler TreplTdmg. Loading Loatling Loading Load(ng LaaGng Loading Loafing Loafing Loading Loading Loafing Lording LOaarg leading luadine LoaAn9 Loading Loading 3.168"z .266"Alum F .' E J' �' .P F �' d Tube Mull •.1 -fa I k8 9 . � � s e� � � B a s a � � a� a a a s �� a a a a a� a a� a a a a a� �� a'. a as a a� a 62 a �59� D� s� c {$� s• �� aG �Q� bGa�7 `� +y�E1 5 se § Q {s, ��¢�7 s13 � N °D I- �� a 4 K Q S• YE Q f E K Z �C O {{-- 421n 170.0 62D 170.0 435 170.0 144 170.0 178 170.0 889 170.° 506 170.0 892 170.° 519 170.0 1116 170.0 521 110.0 1240 170.0 521 170.0 1486 170,0 521 170.0 1715 170.0 521 151.6 1769 170.0 $21 U.I 46 In 170.0 708 170.0 524 170.D 650 170.0 584 170.0 992 170.D 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 660 132.7 1546 170.0 680 118.1 HAS 17°.0 680 J W 50.8251. 170.0 747 170.0 563 170.D 896 170.0 611 170.0 1048 17D.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 187.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 164.4 1168 170.0 756 641n 170.0 797 170.0 612 170.0 95a 170.0 691 170.° 1116 170.0 754 170.0 1275 17d.0 803 183.1 1376 170.0 837 146.8 1376 170.0 868 171.3 1376 170.0 881 104.6 1378 170.° 661 91.7 1378 170.0 861 m C3 O 601n 170.0 885 170.0 701 170.0 1063 170.0 787 158.9 1158 170,0 878 139.0 1158 167,1 930 123.6 1158 158.8 919 111.2 1158 150.0 912 92,7 1158 144.8 D05 79A 1158 144.8 905 69.5 1158 114.6 905 I=" LU � J 631n 170.0 930 170.0 745 160.1 1051 170.0 050 137.2 1051 155.8 862 120.1 1051 142.0 845 100.7 1051 132.3 617 96.1 1051 125,7 830 60.1 1051 119.5 822 88.6 1051 118.1 821 ODA 1051 119.1 821 � a J rq 66 In 187.1 957 170.0 789 139.3 957 151.6 605 118.1 957 134.0 790 104.4 057 t21.6 777 62.8 057 112.8 767 83.6 957 106.8 759 69.6 957 100.0 750 59.7 657 989 746 52.2 857 98.9 748 c721n 126.7 804 135.2 698 107.3 8D4 115.2 604 91.9 806 101.3 671 80.4 864 91.4 660 71.5 604 84.1 650 64.4 801 78.8 643 51.6 804 72.3 633 46.0 601 69.9 629 40.2 804 69.8 628 Z 76 In 109.4 771 114.4 630 012 722 972 818 78.2 722 85.3 606 68A 771 76.7 586 80.8 722 70.3 566 54.7 722 65.5 580 45.6 722 58.5 570 39.1 722 58.7 565 14.2 722 662 564 =j �a 781. 101.2 685 105.6 600 04A 886 89.8 586 72.3 665 78.5 677 67.3 686 70.6 688 562 685 64.5 560 50.6 685 60.1 553 42.2 885 604.3 643 36.2 665 51.4 517 31.8 BBS 50.7 536 F N 90 In 65.9 515 68.0 457 5{.B 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 [30.2 515 40.6 426 33.0 515 37.4 422 27.6 515 33,1 413 23.5 515 30.5 407 20.6 515 29.1 404 Z ¢ N Q X Z 961n 64.3 453 65.8 404 45.3 453 47.1 397 38.6 453 41.0 391 33.9 453 36A 386 453 31.0 379 27.2 453 30.4 374 22.6 453 26.6 368 19.4 453 24.3 360 17.0 453 229 356 108In 38.1 358 39.0 323 31,8 356 32.8 318 27.2 356 28.4 313 23.6 356 262 308 358 22.7304 19.1 358 20.8 300 15,9 358 16.0 293 (1)W1111. 35.1 338 35.8 306 20.3 338 30.1 3D1 26,1 338 28.1 297 22.0 338 23.2 293 338 20.9 289 17,8 338 19.1 285 Of X 1201n 27.8 290 28.3 264 23.2 290 23.8 260 19.9 260 20.8 258 17.{ 290 16.2 253 290 18.4 249 U N Q ?) 1441. 16.1 201 18.3 188 Q.. O O Z�Ov TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: - � AnchorCe acity Table(lbs) ANCHOR CAP.,,,,,,..., o orc� SUDstrate 2.7k COrclae 3.5k Cmc. Htllon C7aU SkOC61U PTit Mao (DP)X( >=ANCHOR CAP.,,, UIV Elco 1/4'SS Eko 5116'Elco 1/4'SS Elco 010 Sledl 012 WWI MULLION AnchorClip Pattem0 AnchwTipe 3TC Elco UBrxm 114'Eko Ultmcon "bacon 3'1s'ElcojW"A m 1/4'Elco U9recon 14'SS xOr Unmcm A®ie0dor Sc"IG5) 5) Screv(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgy OSIarce On) V 2.417 1' 2-117 3-1/8' 1' 2' V 2-92' 7 3-10 2' 0.48' 0.'{204' CAPACITY REQUIRED'CORRESPONDING TO AN Fon a enl n 1&4' 134' i&4' 1&4• 2' 1-114' 4' 1-1/4' 1.94• 1414' 1-1/4' 2' 1-345' rales ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancrms®4.75.1a1.O.C.I Slantlard nr Opel Clip(Rg.1): 3901°9 3901Ds d50lbs ¢8010s 1644 ros 270109 109 3571bs 7401Ds 374 ros 66410a 046IDs 341o3 560 ros OPENING,WHEN IT IS LOWER THAN THE MULLION 4AmWs®1.15'UIn O.C./Standard(or Orbet)Clip(ng 2)' 480 2s 700 Re IIIA ILA II/A IIIA Ns IIIA IIIA IIIA IUA IIIA 6821°s 112°8s CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctars(�3'l1h.O.C.1(2)WAngleC9ps/(R93)' 7801DS 780 Its 6801ba 15M ms 189Glbs 51°!06 Its IIIA 76OIt6 7481Ds 8601bs 1802 ut m21)s Mote MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anton®0.45'LtIn.O.C./UCSp,Into.125-Alum.fRg.4) NIA ILA n/A ILA IIIA IIIA NIA IIIA IIIA IIIA ILA NIA143010° CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arctnr/FCOp(Flg 6) 1061Ds 19518, 225107 4451D•a 822 Me 135105 Rs 177 W 370Im 1871os 332105 473 81 1701bs 280105 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc7as®1.16.141.O.CI FCII g.6 240105 350105 tI/A WA NIA IIIA roe NIA IIIA IIIA IIIA IIIA 361 IDs 442105 66010, ANCHOR CAPACITY TABLE. PRODUCTREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, A w as CoDtrhb VI°rlda Do6dlag OodO Attq`fo��." -FIGURE 1: FIGURE 2: TABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE \� \CENSE F,p ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS P'• BEIU USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" •' )� • No.58705 •, IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = ? 1( FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE I 6063.75 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND T •'•a� 1.25'X 3.188'X.265'MULLION •.!`CORID P, ® .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL %��S 10•,• (1-114'VF MULLION) is ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 'i/� • #10 S#12 ANCHORS INTO WOOD MAYBE STEEL,16.8 S.S.OR 410 S.S. A.CvNN1 1-LER,P,E. FL P.E.#68705 TABLE 9A nn� n Mulllon Capacity Table(Ibe1H2) ti h F Opening Width(for vertically-spanning mu@one)or Opening Height(for hod=ontally-spar"ng mUkons) Cx� Sa so In 601n 101. BO In sot. 1001n I 120In 140 in 160[a xyxy��• O 1.16x3.26 Recta noil er Tre0deng. Reclen9deI Traprrdeng. Reclenpaler Tnpr7deng. Reelengular Traprrdang. Rectangular TmpTdang. Rwlanguter TrepTdang. Rectangular TrapTdang. Ract..g lar Trepfrdang. Rectangular Trepadeng. C oX Loading lwdrp Lwdng Loading Loading Lwdng lgadine Leading LwdnA9 Z-Lwdng Lam g lnedlip Loading Lwdne Loading Loading Lwdng Loading �:d i Alum.Tube F x.1110 Mulllon a88 � N 83 i dp a d@ i a s d i 8rY 3 882ti3 8 Z 8 i 8 i d� Z <W 421n 170.0 620 170.0 435 1700 74/ 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 153,3 1118 170.0 521 127.7 11111 170.0 521 109.5 1118 170.0 521 85.0 1118 170.0 521 0 11J 48 N 170.0 709 170.0 524 1100 950 Vag 684 161.6 976 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 880 97.8 978 170.0 680 8.1.8 978 170.0 860 73.3 978 110.0 680 J w 50.825 In 170.0 747 170.0 563 170,0 898 170.0 631 150.7 927 170.0 684 131.9 927 188.5 708 117.2 927 159.1 699 105.5 927 168.3 696 87.9 927 156.3 695 75.4 927 156.3 695 65.9 927 158.3 695 541n 110.0 797 170.0 612 154.5 889 170.0 691 132.5 889 13.9 883 115.8 669 141.8 669 Me 669 134.0 660 927 689 INS 654 77.3 689 126.8 652 66.2 1169 128.8 652 57.9 869 126.8 652 w C3 60 N 143.2 746 153.9 634 MA 740 132.3 620 102.3 748 it 7.8 608 60.5 746 107.8 599 19.6 746 101.0 592 71.6 746 98.8 537 59.7 746 93.3 683 51.2 740 93.3 583 44.6 746 93.3 583 (� M U) 631n 123.7 877 132.0 679 107.1 677 113,2 586 88.4 677 100.4 655 77.3 677 91.4 548 68.7 677 05.2 639 61.9 677 61.0 534 51.8 677 77.0 629 44,2 677 76.7 629 38.7 677 78.7 628 60 In 107.6 617 114.1 630 89.7 617 97.6 619 76.9 j32 See 67.3 017 78.3 600 59.8 617 72.6 494 63.8 617 66.7 489 44.8 017 64.4 483 38.4 617 93.7 482 33.6 617 63.7 482 0- o� 72 In 82.9 518 81.1 450 69.1 518 14.2 440 59.2 432 51.6 518 68.8 425 48.1 518 54.2 419 41,4 516 50.7 414 34.6 516 45.6 408 29.6 518 45.0 405 25.9 618 45.0 405 Z_ J Z' $ 76 N 70.5 485 13.7 400 507 465 62.6 398 50.7 390 44.1 465 49.4 304 39.2 465 45.3 378 35.2 485 42.2 374 29.4 485 3B.3 387 25.2 465 38.5 384 22.0 465 36.2 363 781n 65.2 411 08.0 387 61.3 441 67.7 379 46.9 372 40.8 441 45.4 766 J6.2 411 41.6 380 32.8 441 36.7 358 77.2 441 ]1.9 Jd9 23.7 4d1 33.1 348 20.d 441 J2.7 Jd5 J O U aZ 901n 41.d 372 d3.8 295 35A 332 37.0 789 30.3 284 206 372 26,8 280 23.6 372 201 tie 21.2 332 24.1 272 17.7 332 21.3 260 15.2 3R 19.6 262 17.7 332 16.7 260 a �_ 961n 35.0 201 35.8 260 29.1 291 30.3 258 25.0 252 21.9 291 23.5 248 19.d 201 21.3 244 17.6 281 19.5 241 14.6 291 WA 236 12.5 281 15.6 232 ~ O N1081n 24.8 230 25.1 206 20.5 23D 21.1 205 17.5 201 15.4 230 16.2 198 < Z87 106 218 i9A 104 16.2 191 14.1 218 149 fee Uj c) 1201n Me 187 18.2 170 14.9 187 15.3 107 w Uj M d U) U N a 0 0 Q..- Z n (A 4n m O sA TABLE 9BANCHOR CAPACITY ADJUSTMENT FORMULA: ix Anchor Capacity (Table Ibs ANCHOR CAP.,,,,,,,,, o SubslraW 2.7k Concrete 3.5k Can. HoWN MLI Filled CMU PT Wood Metal (DP,)X( >=ANCHOR CAP.,,, 5118'Elco 114'S9 Elco`JIB'Elco 114'S9 Elco 010 Steel 812 Steel 912 Sled MULLION CAP.,,,.,,,,,, AnchorCllp PaHerne Anular Typo: 3116'Elco uilmcon 114'See Ulbmon Ulucon 3116'Elm UWeoan 114'Elco Uilmcon AggreGata Ulbecen f4*SS DIV Serax(G5)Screw(G5) Screr(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dielence on): 1' 2.1/2' 1' 1 2-1/r 3.118• i• 2-1/2' 1• 1 2-112• 2• 3416' 2' 0.49- 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M): 1-314' 1-314' 1.314' 13/d' 2• 1.174• 1-1/4' 1.174• 1-114' 1-174• 1-114' 2- 1318' 1316' wdes ACTUAL PRESSURE REQUIREMENT FOR THE nc1KK 2A5@4.75•MIn.O.C./Stan(Widar O6celao(Flg.t): 390 lbs 390105 450[be 690129 1644165 270lbs 280lb. 354165 740 lbs 374 lbs 664@5 946Ibs 341 Ibs 442[be 560 lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @1.15'M1n.O.0./Standard for 09,91)all,(Fig.2): 480165 700 lbe WA WA NIA WA 380@s WA WA WA WA WA 662lbs 80910s 172011 CAPACITY(FROM THE TAB LE)OF THE SELECTED 4 Anchors@3'Min.O.C./(2)Z,5 AMID Clips I IF Ill.3y 780 lbe 780 lbs 680 lbe IWO165 1896 lbs 540165 560 lbe WA 760169 746 Its 880 lb. 1092[be 682105 665165 1120169 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anctnn @ 0.54'Min.O.C.I UCiip,IMAM*Alum.(Fig.4p WA WA WA WA N/A WA WA WA WA WA WA WA WA WA 950163 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I FC11p(Fig.6): 195@9 195 IDD 225@s 445IDs 822[be 135 bs 140 lbs 177 lbs 370 He 187165 332@5 473 lbs 170 lbs of165 260@3 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancfias@1.15'MIB O.CJ F-Olp(Fig Bk 240@s 350!be WA WA NIA WA 190lbs WA WA WA WA WA 3411W 4/2165 550[be ANCHOR CAPACITY TABLE. RODUCf REVISED wM*ing with the Florida utldloyCaY!4 � .O1 FIGURE I: FIGURE 2: _1250• 1dinaTABLENOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION , Wade� Product Co ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. nir6t 1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' \��.•'•k,10ENgF'••�F.)a�i CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS P' CLIP M _ 2} •'.'� ' BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .100' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL -"U '•L�ij I _ FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %�� SSA..TTF b�?�. .-&J 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND F<ORIDP.'• \� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125'THICK AND A36.ALL 1.25'X 3.25'X.100' "',,&/ .•. G Q ANCHORS'INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION I 0NA1- #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-88.8.OR 410 S.S. A.LYNN MIL'LE`�2,P.E. FL P.E.#58705 TABLE 10A Wn H Mulllon Capacity Table pbslftl) 3x Opening Wdlh(forverl(cally-spanning m1111ors)orOpening Height(forhadwitall"pandng millions) _ 501n 601n 701. BO in 90 in 1001n 1201n 140 in 1610 1n Ido Rectangular Tra rung. Pact lar Ta lydan. Rectan ular Tra Ractan ular Tre den. Recta ular T,e/rdan Recta lar Tra rUn. Ra_l. lar Tre Rectangular Tre 1.26%3.26 8 t� F P 9 B Loading g en 8 ng p g d,a M 9 gu p7rdang. pTdan9. Rectang,lar Trap'Rleng. S u V %.824 Leading loading Loafing Loading Lo4dbg Loading Laadiig Loading Loading Leedinp Loading Lo4ding Loading Loading Loading Loading Leading Loading Alum.Tube T='______m11-_15._ .�• .& .b' .S 1. 'E.. •� E '5E,. �' .g.. '9 'E •uF'� •E5.. 'S ,. P.. .�'.. .'• .y^ .',. .g Mullion a a �� n a� $ ?� g �� :s ag z �€ n :a �� $ �� $ �€ a€, �, �� s o a ui ' NmIna 3 e'rr i dam'a �. du`rc 8 n� f@ d`u4 f c E u9 @. a S. d`z f E d"al I� d a` d`a` E@ s' a f@ d`�a d`e f c d`a d`e O F�- 421. 110.0 MO 170.0 435 170.0 744 170.0 478 170.0 660 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 VOL 1488 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 621 W 461. 170.0 708 170.0 524 170.0 650 170.0 Sgt 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 6100 169.7 1979 170.0 680 148.5 1979 170.0 660 J W SO.626 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 694 170.0 1195 170.0 723 170.0 1365 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 1526 1617 170.0 756 133.5 1077 170.0 766 Min I7D.0 797 170.0 612 170.0 956 110.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 INA 1434 170.0 871 170.0 ISM 170.0: 856 156.4 1759 170.0 B61 134.1 1169 170.0 861 117.3 1759 170.0 061 W CD m ED in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1117 170A 914 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 151t 170.0 1063 103.6 1511 170.0 1053 90.6 1511 170.0 1063 V cO U) Min 170.0 930 170.0 745 170.0 1116 170.0 860 110.0 1302 170.0 910 156.6 1710 170.0 1015 139.2 1370 170.0 1076 126.3 1370 164.0 1082 101.6 1370 155.9 1072 69.5 1370 165.3 1070 78.3 1370 155.3 1070 � W J Fj 661n 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 US 1248 158.6 INS 121.1 1240 147.1 1000 108.9 1248 139.0 989 90.6 1248 130.4 970 77.8 1148 129.0 976 68.1 1248 129.0 976 Z m 72 in 167.8 1069 170.0 878 179.9 1049 150.2 092 119.9 1079 132.1 BTS 101.9 IW9 119.1 860 97.2 1019 109.7 818 03.9 1079 102.7 838 69.9 1049 97.7 625 59.9 1049 911 820 52.4 1W9 91.1 020 2 -J � 9 0 76 in 142.7 971 169.1 en 118.9 911 126.0 BOS 101.9 911 111.2 791 89.2 941 IOO.D 777 79.3 941 91.7 766 71.4 961 65.5 7S7 59.5 941 77.6 744 51.0 971 74.0 737 44.6 941 73.7 735 J ° 999W Z 70 in 172.0 897 137.6 707 110.0 091 116.9 767 97.3 891 102.0 753 62.5 891 91.9 760 77.7 691 81.1 730 66.0 094 78.7 721 55.0 891 70.7 707 47.1 891 67.0 701 41.3 841 66.1 690 Q V e} E ' r 901n 85.9 671 88.7 596 71.6 671 74.9 585 61.4 671 6S.7 575 53.7 671 68.2 666 47.7 671 529 558 43.0 675 68.0 561 35.8 671 43.1 539 30.7 671 39.7 531 16.9 671 37.9 516 Z Q N O 961n 70.6 590 72.8 521 69.0 590 61.4 618 50.6 590 613.0 509 dd.7 590 47.5 502 79.3 590 63.0 691 36.4 59O 39.6 488 29.5 690 34.7 477 2S.3 590 31.6 469 n.1 590 29.8 467 x Z O IOD in 49.1 466 59.6 421 41A 466 42.8 414 35.5 d% 37.1 40B 31.1 456 32.9 402 27.6 466 29.7 396 24.9 466 27,1 391 20.7 466 23.5 302 17.8 466 212 375 15.5 466 19.6 370 (n lr3 O n� _ C4 S o 111 in 45.8 441 46.7 dog 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 782 25A 441 27.2 376 22.9 441 21.9' 372 19.1 461 21.5 367 16.6 441 19.3 3Se 14.3 441 17.9 351 W aM 1201n 36.3 378 36.9 344 30.2 316 71.0 339 25A 378 26.8 314 12.1 V. 27.1 329 20.1 378 21.3 325 18.1 376 19.5 321 15.1 37 a 16.7 314 x N 147 m 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 235 (~.1 N Q Zo TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: 8 �m0 AnchorCapaclty Table(Ibe) ANCHOR CAP.,,,,,,,,, Substmle 2.7k Core Me 3.6k Canc. HMwOdU FOW11.tU PT We. MEN (DPe)X( )aaANCHOR CAP.,,, 9I6'Elco 114-SS Eko 511GFJc0 t14'SSEIco NIDSIea 012 SIMM 012 SIMM MULLIDN CAP.,,,,,,,e, AnehorCllpPatteme Anchor Type 3'IGEIcoUOracm 1/4' c"'URcon 910'cm 31161 Elco 11,1'Elect ADgrelidur UK.= A99RG310c Scre,e(G5)Scftw(05) Sew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ll.me 6n) 1' 2.11V 1' 2-112• 3.11x' 2-v2' 1' 2-117 2' 3-510' 2' 0.46• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmDe0nanl n 1514' 13'4• 1314' 1314' 2' 1.114' 1-414' 1-v4' 1-116' 1-114• 2' 1.3'8' 13'0' 12des ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchm@4.756gn O.C./Standard of ODsel CUP(Fig.1) 390 1b 390106 450105 800506 1644 IDs 280 lts 354 lbs 7401W 374 lbs 664IM 046106 341 lbs 442lbs 660IOs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archors 441.15'k11n O.C.I Standard(of OIDel)CUp(Rg.27 48DOn 7001bo RIA ILIA IIIA380lb6 IIIA IUA 11/A IVA WA 6821bs 8851Us 112)Its CAPACITY(FROM THE TABLE)OF THESELECTm4AmM@ 3'Min.O.CLo 216AI'911'lips/(Fig.3) 780106 7001bs 680lbs 1560 lbs 16g6IDs 660lbs IIIA 760IIB 743IDs 8BOlbs 7892103 G82lbs 995106 lt'.%I lr6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arct01S@O.51'Min.O.C./UOp•In tolgo'Alum1gWA IVA IVA IIIA IUA IIIA IUA IIIA IUA IIIA IIIA 1UA 1750106 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aminrl FCfip(Mg.6) 1817706 1851 225 Ns 4451bs 322106 140 On ITT lbs 370lbs 187 IDS 332 Nn 673106 170505 2211b6 2BOIb5 ADDITIONAL ANCHOR OPTIONS FROM THE 2Awhws®1.15*Mln O.CJ F Upog 6) 240 UDS 350100IIIA IUA IIIA IIIA 1901h6 117.0 IUA IIIA IVA IVA 311 IDs 4a21D9 560 iet ANCHOR CAPACITY TABLE. PRODUCTRBVISED u8din8iyOl Dido��Nlorlde coeplmuv No l✓ FIGURE I: FIGURET TABLE NOTES: t210' • • • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION --� • • Iernr 1J00e 1'fOdUtl Canarn ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� NY L NAt M/ rig FIGURE 3: `� '',%GENSF''(�F.j> ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. CLIPBE MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS T1. r SHOWN ON SHEETS 21-23.FIGURES SHDW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ND.5870.7 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ' FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4• 7J'•, J Z.cj �S '.1BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '•, STATE OF O j [[ • 6083-T5AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %T�'••.F<OR1D P.•'•G�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL �� S ''••' � O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624' /1J 1IS "'ONAI.�.`��`` . 410&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNrOIMILL9R,P.E. FL P.E.19 58705 TABLE I1A ' Mullion Capacity Table QbsMe) a JS act Opening Width(for wrlically-SpemVng mullions)or Opening Haight((or hortzoltaW.spanring mWions) Sol. 601n 701. so 1. 90 in 100N 120 in 11081 16081 d•9 Reclerputer Treprrrian9. Rectangular Trep/rriang. Reclangul TrapTriang. Rectangular TmpTdong. Rectangular Tiaplydang. Rectangular Trayrriang. Rectangular Tmprrdang. Rectangular TraprTriang. Rectangular Tro4JTliang. I 1.26%3.84 Loading Loodiy Loading LoaSn0 Lcadirm Loading Loading Loading Loading Loading Loading Leed'ng Loading loading Loading Loading Loading Landing n2 Y w X'624 o U " uk ��, v �@ v av @o. u" ua u u u ua€, va �@• u v u v u" v3ua uu u uN Mullion 5, @ a 8 m F s"a 3a o 5P _ P e go ods �� b e 'P a 3'a p s'� x�@ 8a? O W 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 B69 170.0 506 170.0 992 INA SO 170.0 1116 170.0 527 170.4 1240 170.0 521 110.0 1488 170.0 621 170.0 1135 110.0 521 170.0 1981 170.0 521 481n 170.0 700 170.0 624 170.0 050 170.0 594 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 011.0 680 170.0 1983 170.0 600 170.0 2267 170.0 680 J W 7 = 50.625In 170.0 147 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 147 170.0 1491 170.0 756 170.0 1793 17D.0 756 170.0 2092 170.0 755 170.0 2391 170.0 756 64 in 170.0 797 170.0 612 170.0 956 INA 691 170.0 1116 170.0 156 170.0 1275 170.0 803 170.0 1474 170.0 037 170.0 1594 110.0 BS6 170.0 1913 170.0 861 170.0 2271 170.0 061 160.2 2403 170.0 861 W p� m 60 in 110.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 1Ta.O BIB 170.0 1417 170.0 944 170.0 1594 110.0 996 170.0 1711 170.0, 1033 170.0 2125 170.0 1063 1483 2163 170.0 1063 129.8 2163 170.0 1063 Z) U) CO J 631n 170.0 930 170.0 765 170.0 1116 170.0 850 170.0 1302 170.0 910 170.0 t4BB 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2050 170.0 1169 134.6 2060 170.0 1171 117.7 2060 INA 1171 � W 661n 170.0 974 170.0 T89 170.0 1161 170.0 903 170.0 1364 170.0 1002 170.0 1559 170.0 1086 170.0 1753 170.0 1155 170.0 1940 170.0 1210 143.0 ON 170.0 1275 122.6 1966 110.0 1286 107.2 1966 110.0 1286 a z Cn 6 m m 721n 170.0 1063 110.0 878 170.0 1275 170.0 1009 17D.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 INA 1315 138.1 173! 169.9 1386 115.6 1734 155.9 1361 99.1 1734 1604 1352 887 1731 150.2 1352 0 761n 170.0 1122 Woo 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 141A 1556 165.2 1265 131.1 1556 151.6 1266 117.9 1556 141.3 1251 983 1556 128.3 1229 81.2 1556 122.3 1219 73.7 1556 121.2 1216 J �� Z Z 78in 170.0 1161 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245 136.4 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1677 129.6 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1169 68.2 1477 109.3 1154 Q �' 90 in 142.0 1170 146.6 9B6 118.6 1110 123.9 968 101.5 1110 107.9 951 BB.8 1110 96.3 936 76.9 1110 67.5 922 71.0 1110 80.1 910 59.2 1110 71.3 091 50.7 1110 65.6 876 44A 1110 62.7 870 Z C"! Q 03 O 96in 111.0 915 120.] 872 97.6 975 101.5 856 83.6 975 BB.I 8!2 73.2 975 78.5 829 65.0 975 71.2 817 59.5 975 65A 807 48.8 975 57.6 789 11.8 976 52.3 776 36.6 975 49.3 761 �(9iz W O 4 0 1081n 022 771 07.0 696 685 771 70.7 605 58.7 711 61.3 674 51.4 771 64.3 664 46.7 771 49.0 655 41.1 771 44.9. 617 34.3 771 36.9 632 29.4 771 35.0 621 25.7 771 32A 612 1111n 75.7 730 77.3 661 63.1 730 65.0 650 54.1 730 56.3 610 47.3 730 49.9 631 42.1 730 4SA 621 37.9 730 41.1; 614 31.6 730 35.6 600 27.0 7]0 31.9 589 23.7 730 293 581 W of 1201n 69.9 624 61.0 669 49.9 624 51.2 560 42.9 624 44.3 652 37.5 624 39.2 554 33.3 624 35.3 537 30.0 624 32.2 531 25.0 626 27.7 519 21.4 625 24.6 509 18.7 626 22.5 SOI Q' X Y Y 144 in 34.7 633 35.1 400 28.9 133 29.4 395 24.8 17] 25A 390 21.7 433 22.6 385 10.3 633 20.0 361 17.7 477 iB.2 376 (� N Q O O D � zmC) O TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: b a fid' Anchor Cepaclty Table(Ibs) b --a ANCHOR CAP.,",,,,,a m Substrate 2.7h Concrete 3.5k Cont. NcOaa•CAIU FlIYd CLIU PT W000 7•Ida (D11-)X( )=ANOHOR CAP.,,, '716'Elco 1/4'96 Ek6 5116'Elco 114'SS Elco n10 SIr9 si=toel 012 Steel MULLION CAP.,,.,,_ AnehorCllp Patterns Ar%ha type 3'1(.Elco u8rsm 114'EkoUnmcon Ugmcon 3116-Elco Liman U4'Flcounmem AggreOalor Ullmcon Aggreonlar S"W(05)Scmv(G5) Scrm(0) USE THIS FORMULA TO OBTAIN THE'ANCHOR EON Clslance On) V 2-112 1' 2-1/2' 3.119' 1' 2.1/2' 1' 2-92 2' 31/8' 2 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Fmueanrnl n 1914' I-T4' 13/4' 19/4' 2' 1-114' 1-114' 1-114' 1-114' 1-114' 1-114' 2' i4a, 13'll' sates ACTUAL PRESSURE REQUIREMENT FOR THE 2Anerom@475'MIn O.C.I Slanclar0 or OI6el CUP(Rg.1) 390Ns 390 lbs 450 lbs 690 Its 1644 lb, 270109 28016, 354 VN 74010, 374 Ds 664 lbs 946@5 341 IDs 442106 660109 OPENING,WH EN IT IS LOWER THAN THE MULLION 4Arch-@1.15'Min O.C.I SImIfN(a Offset)Clip(Rg.4 4e01b6 700 Its NIA IUA 11A 141A 39010, IIIA WA 111A IUA MA 692ms 885 m6 1120 lb, CAPACITY(FROM THE TABLE)OF THE SELECTED dArcIn19 Q3'1.41n.O.C.I(2)2,5 Angle Caps/09.3) 780 lbs Yea ft 6801bs 156010, IBOB lbs 640109 56010, NIA 760116 74810, 600 lbs 1892 as -52 last 8851tS 1120 Me MULLION.IT WILL YIELD A MINIMUM ANCHOR OArchOrs®0.54'MIn.O,C./UCIIp,Inla.1OO'Alum.ft 4) N/A IUA NIA IUA 711.4 IUA IllA NIA WA IIIA tUA tUA 177.4 IllA 1267100 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMn5fI F1VP OFl19 S) 19510, 195166 215 MS 445 lbs 1 672IM 135 ms 140 Its 177 lbs 370lbs 1811bs 33210, 473106 solos 22110, 28085 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 Anchors @ 1.15'MIR O.CJ FC9P(Fig 6) 260 IDs 35010c IIIA WA IIIA NIA 180176 11/A WA NIA tUA IUA 311109 4121M 560106 ANCHOR CAPACITY TABLE. a3 comp lyln8 svlllt The Florida BuBdIngODdo 1.250' Acoepbmoo No e FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iaml ado Pro uc Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `sstt I I 111111j// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `� 'Z`�••Al�`CENS..• FIGURE 3: 3.84' '2•,• ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS N0.50705 Fe r0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �'ti3•:u , GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •' 1 �0 �5 w FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ,�j�•, F ATE ON . 624' COR1D•,••' G.; -101 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _� �S .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 THE MATERIAL. #10&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE12A , Mullion Capacity Table bslle }y xx Opening Ndth(forverticaly-spennirgmtAllons)orOpening Height(for hod2ontelly-spannigmllllons) 50 In 601n 701n 801n 901n 1001n 1 1201n 1401n 1601n Rectangdar TreP/Tdeng- Reclengdar T"Pmlang. ReetangWar Trap/TdaN' Rectar1911ar TmplTdan9. Rectangular TrOPrtdarg. lteelangder 17apRaang. Reclangdar TraprtNeng. Ractangler TrapRtlang. Reelengaar 7tepRdeng. , p3 O 2X4X.26 Loadn9 Loafing Loafing Loafing Laadng Loadng Loafing LoadnO Loadrg Loedng Loadn9 Loafing Laadrg Loafing Loafing Lnadng Loafing Loadng FFc a al Alum.Tuba we g c3 to c4 LL a. 8 e� ti s a. § a$ s a. a� 5� a. I§ §� a §� 8� zs §� F• @� b e� s m 421n 170.0 620 170.0 435 170.01 744 110.0 478 170.01 860 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 �I70.0 52f 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 O r 481. 170.0 708 170.0 624 770.0 850 170.0 584 170.0 982 170.0 630 170.0 1133 170.0 Uj 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 660 170.0 1983 170.0 680 170.0 2287 170.0 680 J = 50.625In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1048 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 7170.0 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 a'8 (n 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 t70.0 837 170.0 1594 170.0 056 170.0 1813 170.0 861 170.0 2231 170.0 661 170.0 2550 170.0 861 W o 601. 170.0 685 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 570 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 +170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1063 180.8 2680 170.0 1063 jCID (n J W N 170.0 930 170.0 745 170.0 1116 170.0 850 110.0 1702 170.0 &0 170.0 1480 170.0 1015 170.0 1673 170.0 1076 170.0 1859 "170.0 1122 170.0 2231 170.0 1169 160.7 2653 170.0 1171 146.9 2553 170.0 1171 6a In 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1556 170.0 1086 170.0 1753 170,0 It% 170.0 1846 170.0 1210 110.0 2338 170.0 1275 161.0 2437 170.0 1288 132.9 2-7 170.0 1260 � �• � 721n 170.0 1063 170.0 878 170.0 12/6 170.0 1009 170.0 1488 170.0 1120 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1367 115.6 2164 170.0 1488 124.8 2104 170.0 1528 108.2 2184 170.0 1530 Z z r`�SL; 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 15M 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1121 146.8 1960 171.0 1505 123.8 1960 161.6 1546 108.1 1960 154.0 1535 92.9 1960 152.7 1531 a Qq� M 76In 170.0 1151 170.0 967 170.0 1381 170.0 Me 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170,0 1474 137.4 1861 163.1 15M 114.5 1861 147.3 1473 98.2 feel 09.8 1459 65.9 IBM 137.6 1454 Q 901n 170.0 1328 170.0 11N 148.1 1398 158.0 1218 127.8 1308 136.0 1198 111.8 1398 121.3 1179 99.4 1395 110.2 1162 69.5 1398 101.8 1147 74.5 1398 69.8 1122 83.9 1396 82.7 1105 55.8 1398 76.9 f09fi Q Z N O 961n 147.4 1229 151.5 1098 122.9 1229 127.6 1079 105.3 1229 111.2 1061 02. 1228 98.9 1044 81.9 1229 89.6 1029 73.7 1279 82.4 1015 61.4 12N R.2 993 52.7 1229 65.9 977 46.7 1229 52.1 867 1081n 103.5 971 105.8 877 66.3 071 89.0 662 7{.0 971 77.2 819 64.7 971 68.1 837 51.5 elf 61.8 823 51.6 971 36.5 816 43.1 971 49.0 706 37.0 971 44.0 782 32.4 971 10.8 771 � N o 00 III In 95.4 SIM 07.3 832 79.5 919 81.9 619 68.1 919 70.9 800 59. 919 62.0 794 53.0 919 56.7 764 47.7 919 51.8 774 39.7 919 44.0 766 34.1 919 40,2 742 29.8 919 37.1 732 lL X `1 1 1201n 75.5 786 78.8 716 62.0 788 84.5 705 53.9 786 55.8 605 47.2 788 40.4 686 41.9 786 N.4 577 37.7 788 40.5 688 31.5 788 31.41 657 27.0 708 31.0 841 23.8 780 20.1 631 1N In 43.7 548 N2 601 36.4 548 37.0 498 31.2 548 31.0 491 27.3 546 282 40.5 21.3 548 25.3 179 21.8 Me 22.9 474 16.2 618 10.5 484 15.6 618 17.2 455 13.7 548 15.5 448 6 N Q O O Z TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: a.8 m� Anchor Capacity Table(Ib3) ANCHOR CAP ,,,, m� Substrata 2.7k Corcme 351,Cmc. Hreaw CMU Fifes CIAU PT Wood IAeta (OP)X( )=ANCHOR CAP.,,, 916'FJco 114•Ss era 916•Eko 1r4'SS Elco 810 sled 012SWI 912 Sloel MULLION CAP.,,,,,,,,, AnchorCllp Patterns MCDor type y1C Elco uilrsm 114•ElcounmcOn unrdton 3'11:Elco Utlracm il4•EkoUnfacon AggeOalx Ulan AggreGator Scmw(G6)Scrnr(05) Scrnv(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR EOge pstarce0n)' 1• 2.1/2' E.. 2-112' 3418• 1' 241T 1• 2-112' r 3.18• r 0.46• 0.64• 0.3244 CAPACITY REQUIRED'CORRESPONDING TO AN Emtleonmtpn) 13/4• 13'4• 1&4' 2• 7-114• 1.114• 1-1hr. 1-114• 1.114• 1-1/4' r 13'6• 1&6' rates ACTUAL PRESSURE REQUIREMENT FOR THE 2AncMm@4.7S1418O.C.IStaridadorOMICOp"162y 390 IDs 39D ws 090 IDS 1614 lbs 2701Ds 28D Its 354 Its 7401[6 374 IDS 661105 046105 3111Ds 442II6 5601M OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AmRars®2.68'Min.O.0/Slaldard(or Olael)Cap Ing.4 740 IDS 740104 14(15 lbs 1424 lbs IIIA SM Lin IIIA 695 Its IIIA BOO it. IUA 6821bs 885 IDS 1120105 CAPACITY(FROM THE TABLE)OF THE SELECTED 6A1CDas®1.71'1.11n O.C./Slan�N(or Me[)cdP ft 4j 8851DS 0501 1946106 Il/A II/A 705 MG IVA 7991M tl/A IUA IUA 10221ts 1327Its 1600 Ira MLILLlDN.1T WILL YIELD AMINIMUM ANCHOR 4AMtnmQTMIn.O.C.I(g245Argle Cepslog 5y Me[as 7 Os 1560106 1806106 OIDs 5W R6 11/A 760lbs 7481D9 880 Its 1892109 6621D9 665 es 1123 bs CAPACITY WHICH MAY BE USED TO QUALIFY 6Arcrnls®3•L11n.O.C./(2)2l5Argle Clips/(ng.6F 11701DS 11701re 0201Ds 2340 IDS 2add lbs 61 Ds 840108 IIIA 11401ns 1122109 ' 027106 2938 tbs 102210a 1327105 1(107106 ADDITIONAL ANCHOR OPTIONS FROM THE MncrOr @ 1.34•MIR.O.C./UC1p,In10.12W Alum.(Fg.7y IIIA IUA MIA IUA IIIA IIIA IUA IUA WA IIIA IUA IUA IIIA IUA 10731 ANCHOR CAPACITY TABLE BArctols®0.64•Alin.O.C.I UCIIp,Inlo.1251 Alum.n 8} IIIA IUA IIIA IUA NIA tl/A IUA II/A IUA II/A IUA IUA t11A IUA 21 9s IDs PRODUCTRBVIc6ntptylny 4vhh[be 1119 Pbttda 2Anct6s®268'LlIn O.CJ FCup(F1g 0j 370166 3701D9 3151Ds 7431as 712.IDS IIIA 28D_U II/A 3461Ds IIIA 440106 NrA 341105 4d21D9 fb0lad BuIldiOg Olde 3AMrOl N1.7I'Afm.O.C./-1.'Fig.10} 443106 525105 3791as 973109 IIIA IIIA 3531Ds IIIA 3D91D3 IIIA IUA 1 IUA I 611lbs 664 Its 840106 oceto No 5.O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. OP DmO l� CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. _ FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" lefel ado Product Control • • • • • • TABLE NOTES: "o,0,11111/1, • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR \�� ON• ••7/�� iii • • • • • GENERAL INSTALLATION METHODS. `��,••'�sGENSg '•.F'P i FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q'• iC �� • • • • .250' - 4.000" ��-' No.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN • • • • THE FIELD LOCATIONS FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE } - '9•'.�' TE O 111 SLA ��` FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED CONCRETE BLOCK UNIT �'n�'•.,FLORIOH.•'(�� [11 • FIGURES 566 (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. S5� ��,�� • • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045"THICK(18 2'X d•X.25•MULLION 1 r1 011112 31 ( ) � IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIM LLER,P.E. THREADS BEYOND THE MATERIAL.#10&412 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLEI3A Mullion Capactty Table 169.012 •o Oponino Width(for verticaly-sparving mullions)or OponIng Height(for horIzonIa1VVardrQ mullions) 601n 001n 701n so In 901n t001n 1201n 1401n 1801..,` Reclen Iaz Tia long. Raclen ular Tm dan. Recta. lm Tia an. Rada. '3y O gu p17 g pTT g gu Nm g gi4ar Tmprrdmig. Reclangula TmpRdmg. Recleiigider Tmp/fdaig. Ractenpular TrepRdanp. Raclangular Tiepmdeng. Rectenguler TreplTdang. d F 2 x 6 x.25 Loadig Laadng Loafing LoadnO Inednp LoednO Loafing LoadnO LoadMg Laadng Loader LoadnO Laadng Loafing Loadnp LoadnO Loadng Loafing Alum.Tub6 D L• L• D L• x t• F 2: A D D A D L• 2:• 7' 7^ F 2• t It- to oY Z O Mullion o.. c", a N z.. c". a v". 7s .' .-. A ". a s��, a 's �a �� a a $ al as a aA a gg � @ a� a �� a a� a � a B. a $� >� a� a �� g a a a a a a a a 43 a a a a a a a 3 iS f1 iT 8 117 117 a cP a 113 a c3 3 r3 c3 A is a 113 (11 s� g e� sig s s s m LU 42 in 170.0 620 17ol) 435 170.0 744 170.0 478 170.0 BBB 170.0 506 170.0 892 770.0 578 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 7188 170.0 521 170.0 1735 170.0 521 170.0 1951 170.0 521 0 W J 48M 170.0 708 170.0 524 170.0 850 170.0 584 170.0 982 170.0 830 170.0 7133 170.0 681 170.0 1275 170.0 877 170.0 1477 170.0 800 170.0 1700 770.0 6N170.0 1951 170.0 880 170.0 2287 170.0 680 Z) LU IM125.1 in 170.0 747 170.0 563 170.0 800 170.0 831 170.0 1048 170.0 881 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 758 2 N 170.0 787 110.0 612 170.0 856 170.0 691 170.0 1118 170.0 754 jt�7 1275 170.0 803 170.0 1434 170.0 817 170.0 1594 '170.0 SW 170.0 1813 170.0 881 170.0 22:11 170.0 601 170.0 2550 170.0 881 W CD 170.0 855 170.0 701 170.0 1053 170.0 707 170.0 1240 170.0 576 1417 170.0 944 170.0 1584 170.0 998 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1063 170.0 2833 170.0 1063 Cl) J 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 040 1488 170.0 1015 170.0 1073 170.0 1078 170,0 1658 170.0 1122 170.0 2231 170.0 1160 170.0 2803 170.0 1171 170.0 2975 170.0 1171 170.0 974 170.0 780 170.0 1189 170.0 903 170.0 1364 170.0 1002 ISM 170.0 1088 170.0 1753 110.0 1155 170.0 1948 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 1288 Z ' 170.0 1063 170.0 676 170.0 1275 170.0 1009 170.0 1488 170.0 1128 1700 170.0 1278 170.0 1813 170.0 1315 170.0 2125 170.0 1381 170.0 2550 170.0 1488 170.0 2875 170.0 1520 170.0 3100 170.0 1530 W 170.0 112! 770.0 937 170.0 1348 11'0.0 10M 170.0 11570 170.0 1209 1794 110.0 1322 170.0 2010 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1628 170.0 3140 170.0 1694 170.0 3589 170.0 1705QJ 770.0 1161 170.0 96'7 170.0 1381 170.0 1118 170,0 1811 170.0 1250 7842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3883 770.0 1788 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 18% 170.0 1498 2125 170.0 7853 170.03188 170.0 2125 158.0 3473 170.0 2273 138.5 3417 170.0 2381 ¢ Z N 170.0 1411 170.0 1232 170.0 1700 170.0 1434 170.0 1083 170.0 1622 2287 170.0 1794 170.0 2550 170.0 1852 170.0 2833 170.0 2095 780.0 3189 170.0 2338 137,1 3109 168.6 2470 120.0 3199 156.1 2428 N �170.0 1594 170.0 1409 170.0 1913 170.0 1847 170.0 7231 170.0 1870 2550 170,0 2078 164.8 2781 A72.31373 148.7 2781 181.9 2333 123,6 2781 140.4 2251 105.9 2781 125.9 2231 82.7 2781 1150 2190 �170,0 1638 170.0 1454 170.0 19N 170.0 1700 170.0 2293 170.0 7832 2021 170.0 2148 151.8 2832 138.8 2632 1454 2216 113.8 2632 128.4 2160 97.6 2632 115.1 2128 854 2832 108.3 2090n 170.0 7771 1700 1556 170.0 2125 170.0 1859 154.4 22252 159.9 1901 2252 141.4 1064 120.1 2252 108.1 2252 116.1 1815 80.1 2252 09.6 1872 77.2 2252 88.9 1838 67.8 2252 81.4 1808 H Zx. 125.1 1581 128.8 1445 101,3 1584 106.1 1425 89.4 1584 81.5 1407 15144 80.7 1390 69.5 1584 62.6 1581 85.7 1358 521 1584 56.0 1330 44.7 1581 49.2 1305 38.1 ISM M.4 1283 ¢ N Z O O to 0 TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Anchor Ce act Table lbs s; rc 6ubslmte: 2.7k ca rale 3.5k Cons HOW CMU Filled CMU PT Wood Me101 (DP..)X/ANCHOR CAP,r,,,,, \=ANCHOR CAP_ �' 5116'Eko U4'SS Eko 5115 Elle V4'SS Eko 610 Stoet 012 Steel 012 Sled `MULLION CAP.,,,,,.,,�1 Anchor Clip Patterns Anchor Typn 3115 Ek o Ullmeon 174•Eko III- n NOacon 3116''Ek UIL- U4-Eko Ulba.di A99mOst.r Ullmcon AggreGsIx Some(O5)S-(05) SUM(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Disl.nce(In): P 2.12' 1- 2412' 3.110' 1' 2.12' 1' 2.12' 2- 3.118' 2- 0.48' 0.64' 0.3248 CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(InT 1.314' 1-L4' 1.3/4' 1,74' 2 1-1(4' 1-114' 7-114' 1-114' 1-114' 1.114' 2- 7318' 1,1a' wde3 ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhm 444.75'Min.O.C./Standard or OOsd Ciip(Fq.1927: 390lbs 390 lbs 4501M 89D lbs 1644 lba 270 ma 28D IM 354 lb. 740 lbs 374 lb, 664Ibs 946lb. 341 lbs 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®4.66'Min.O.C./Standard(or Orael)Clip ft.31 7801bs 780 Ills 900lbs 1700@. 3232 lb, 640 lbs 560lbo 708lb3 14801M 7481M 11272 lbs 1892 lbs 682 lbs 885 Ills 112010, CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anch- 1.71'Min.O.C.1 St.,A.d(orO0se6 Clip(Fig.41 11901M 14001bs 10101M 2595lbs WA WA 94D IM WA 1065 ills WA WA WA 1303 Ills 1770 lbs 22401b3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anotxus 623'Min.O.C./(2)2x6 An91a Clips/(Fig,5): 7801M 780W 1380 ft 15WIM 18981bs 540 lbs 560lbs WA 760 IM 74816, 880 lb. 189210, 682 lb, 8851bs 11201M CAPACITY WHICH MAY BE USED TO QUALIFY B AhsCYMin.O.C.1(2)2x5 An91a Clips I".61• 1560 lbs 1560 lbs 13609m 3120lbs 37021ba 1080@, 11201M WA 152010. 149613 1760 lbs 3784 lbs 13631M 1770 lbs 2240 ba ADDITIONAL ANCHOR OPTIONS FROM THE 12 Amh m621.5'MIn.O.C.1(2)2x5 Angie pips I(Fig.7): 1680 lbs 21001M 1440ars 3780 Ills WA WA 132016, WA 1500Ibs WA WA' WA 2045 lbs 285411 33601bs ANCHOR CAPACITY TABLE. ROD=RBVISBD 4Amhom®1.34'MIn.O.C.1 U-alp.Wo.12Y Alm.(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 14301, g°Amhl6a 4vhb Pkdde 8 Amhaa®0.64.m1n.O.C.l U4YIp,Mto.125'Alum.(Fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2851 Ibs 12.000'---i 099100 Lbdo -11OS.L� 2 Anch.m 4a 4.WMin.O.CJ F-Crip(Fig.101 3901M 3901, 450IM 890lbs 1816 lbs 2701M 280lbs 3541bs 740lbs 3741M 6301bs 94610, 3411M 4421M 580IM lorepbme•NO 4Amhom 421.71'Min.O.CJ F-C8p fig*11Y.1 590 lbs TOD lbs 5051bs lMlbs WA WA 470 ft WA 533@1 WA .WA WA 6821M 8B51bs If201M DetC .250' _ '� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: '.tiemi Dade Produu Contro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1111 l I 1111777 • • • • • • • •. • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� ( ;/(( i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000' T: \� '•-14 • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS hti:• 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. _ cy � ANGLE I(, l`S.: CSU` clip 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED "A S'(ATE (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED /:�i- A•LOR10N:•'.•0 • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0MUSTBE .55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' '/1, &8/0 /0,N,A L�: • • • • • • • • USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO 777`SOON A�^1```� PAIRS BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X.25' A.LYNN IU LLiER,P.E. THREADS BEYOND THE MATERIAL.#10&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A Mullion Capacity Table Ibsff Opening Width(forlerticaly-spanning mtlllons)or Open Ing Height(for hodz nIalysparrilg mullons) �xr' 501n 601. 701n 80In 901n 100in 1201n 1401n 1801n N p Reolangular Tro{VTdarg. R4clargWar TraplTdang. Rectangular Treprttlarg• Rmtarguiar Trap7TAarg. Reclengular TrapRdang. Rectangular TapTdang ReclangWar TropRdarg. RedangWar Troplrtlarg. FlWargular TroplTdang. �y Loading Loafing Zing Loading Load, Loading Lie LoadNg Loading Loading L.&.g Loading Leading Loading Loading Loading Looding Loading c 1.28"x 2.11" re "e S2 x.125"Alum Tube Mull yyC g $ g g B 8 B 8 $ B B � z � mN 421n 144.21 526 1 167.0 428 120.21 628 1 148.9 419 1030 526 138.91 414 1 90.1 1113 134.6 411 80.1 528 134.1 411 711 526 434.1 411 60.1 526 134.1 411 51.5 528 134.1 411 45.1 626 134.1 411 �y) 481n 98.8 403 108.0 373 80.6 403 94.7 325 69.0 403 86.4 320 60.4 81.4 317 53.7 403 T9.1 315 4&3 407 78.6 314 40.3 403 78.8 314 34.5 403 7&8 314 30.2 407 78.6 314 J W 60.6261n e23 362 91.0 12JO41.2 362 79.3 294 568 362 71.9 2B9 6L5 61.2 286 45.7 362 84.6 289 412 382 'fi18 203 34.3 3B2 63.6 283 29.4 36Z 63.8 283 25.7 382 63.6 293 g N 641n 67.8 318 14.1 318 64.2 261 48.5 318 51.7 256 424 63.5 253 37.T 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 24B 24.2 318 49.1 248 21.2 318 49.1 248 im W M 0 601n 49.5 258 53.1 256 45.7 214 35.3 258 40.7 210 30.937.2 07 27.6 268 34.9 204 24.7 259 .33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.5 258 322 201 (�631n 427 234 45.8 234 39.1 195 305 234 34.7 192 26731.6 189 23.7 234 29.4 188 21.4 234 28.0 184 17.6 234 26.6 163 15.3 234 26.6 183 13.4 234 26.5 183 W �68 In 37.2 213 39.4 213 337 179 26.5 213 29.8 178 23.227.0 173 20.6 213 25.1 170 18.8 213 23.7 169 15.5 213 22.2 167 13.3 213 220 160 11.6 213 22.0 168 Z Ini721n 28.6 179 30.1 179 25.8 152 20.4 179 22.5 149 17.9203 147 15.9 179 1&7 145 7 W Min 24.3 161 25.4 140 20.3 161 21.8 137 17.4 161 19.0 135 152 161 17.0 133 Z to 781n 226 152 23.5 133 18.8 152 19.9 137 1&1 152 17.6 126 Q F o TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z N Anchor Cepacity Table Oba) ANCHOR � o SWs a 2.7k Conc7ata 3.6c Cmc. Hollow CRIU FI9ed CMU PTWoob I,IBaI (DP,,,)X( )=ANCHOR CAP_ rn 5116'Ek0 1111 SS Ekti$16•Eko Vq'SS Eko 8106Ietl 812 Sleel 812 Slael MULLION Arcnor Type' 9/i6'Eko Ullydcm 174'Elco Uaam 0/16'EkoUcacon 114'EkOUlllacm X AnehorCllp Patteme unman Aggn Gats tAt-n Aggre(ldor screw(G6)Screw(G5) screw(G5) USE THIS FORMULA 70 00TAIN THE'ANCHOR Of Y Y Eege aslarca 0nY r 2.12• 1• 2-72• 3-V8^ r 2-1n• 7• 2-12' 2• 3-119' r o.46• a61' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN o rp Emtneonml pnY 18'4' 1374' 1314' ta74' r 1-114• 1.174- 1.114• 1-vd' 1-174' i•v4' r ta�9' 138• vadea ACTUAL PRESSURE REQUIREMENT FORTHE U N Q 4Anchm@3.511n.O.C./ 2c5Amlew IffIjiY '760118 7801bs 680lbs 45WIbs 18NIhS wows 56010s NA 760Ibs 74B Lbs 880Im 1�2 Na 692 Los 8&5 ms 14301m OPENING,WHEN IT IS LOWERTHAN THEMULLION acs Z � r0 CAPACITY(FROM THE TABLE)OF THE SELECTED g MULLION.ITWILLYIELDAMINIMUM ANCHOR D�42 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- TABLE ABLETABLE NOTES: 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, walpiyGlg wldlthc Plor)Ila uiidlag Cbdc 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r oxpimtco No _ � ,0 FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. [< F-* HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116'.116• t11am- Product Coalrol FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1177 t I l I I)1177 ANGLE CLIP MUST BE USED IN PAIRS. •125' 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 'T ;`Q�� tGENgF' YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' I �., THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL.STEEL TO BE AT 1.26'X 2.11'X.126'MULLION _ No.50705 ' LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ _ THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - la ATE ZIP �s'•."ZOR10P.••'G\C '�;S�ONAL GN A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 1510 ® � ^ Mullion Capacity Table(166442) Opening Width(for uedica*sparringmillions)or Opening Height(for hodzortalysparrirgmullions) SO in 601n 701. 601n BO In 1001. 120 N 1401n 160 h, � � O 0 JR", Treprtfong. Rectangular T(ap/Mano. Recleagul.1 Trep/IB-V. Rectangular Treplhleng. RaclongWor Trapl7deng. Reetangular TmpRfang. Rectangular TraplTdang. Reelangrlar Treprtdana. Reetmguior TrapRfana. c d� 3.26°30 Local Loadng Loafing L-Irt; Loafing Looting Loadng Loafing Loafing Loadng Loafing Loading Loadag Loafing Loadn9 Loafing Loafing cx s U DEG.ALz1-„ ,. grg � BAYMULL &�+, gg $� t4 3r73 � mgQN�421n 170.0 435 170.0 744 170.0 478 170.0 We 170.0 608 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 '170.0 521 170.0 1488 170,0 521 170.0 1735 170.0 521 149.1 !7401170.0 521 J W 481n 170.0 708 170.0 524 PDA 850 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170A 680 1522 1522 170.0 We 130.5 1522 170.0 680 114.2 1522 170.0 880 � _ (r m in 60.6251. 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1018 170.0 644 170.0 1195 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 756 138.9 1443 17010 768 117.3 1113 170.0 766 102.6 1143 170.0 768 W o Q 541n 170.0 787 170.0 612 170.0 95a 170.0 Set 170.0 Me 170.4 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 858 120.3 1353 170.0 881 103.1 1353 170.0 661 90.2 1353 170.0 861 c J 601n 170.0 885 170.0 101 170,0 1083 170.0 791 187.0 1218 170,0 878 148.1 1218 170.0 044 128.8 1218 159.8 938 118,9 1218 1521 924 97.4 1218 148.1 913 83.5 1218 146.1 913 73.1 1218 118.1 913 63 In 170.0 930 17D.0 745 170.0 1116 170,0 650 1602 1050 168.6 033 131.4 1150 153.0 914 116.8 1150 111.9 898 105.1 1150 131.2 865 87.8 Me 126.7 871 76.1 1160 1262 870 65.7 1160 126.2 970 Z) W 7 Z in z m 68N 110.0 WI 170.0 760 1521 1048 165.8 861 WD.e 1018 1168 BBd 111.3 1016 137.1 850 101.8 1018 123.4 839 B1A 1046 118.8 830 76.2 1018 109.4 eZi 05.3 1016 108.2 6111 57.1 1018 109.2 BIB J 3, MN 140.8 860 147.9 764 117.4 880 126.0 718 1006 660 110.8 734 88.0 880 100.0 722 782 980 02.0 712 7010 880 88.2 703 58.7 860 791 693 50.3 890 78.5 886 44.0 860 7010 868 7 7 f7Z -� r16l..n118.7 790 125.1 690 99.8 790 106.4 675 85.5 790 93.3 663 7410 790 819 652 68.5 190 76.9 813 59.9 790 71.7 635 49.8 790 65.1 624 42.6 790 62.1 819 37A 790 6t.5 617 Q 2110.8 750 116.5 657 92.3 750 96.1 6{4 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 65.4 750 65.7 605 462 750 59.4 594 39.8 750 58.2 568 34,6 750 55.5 596 Z Q Q N O 72.1 667 74.{ 500 60.1 563 629 {91 51.6 1167 54.8 483 45.1 5M 48.9 475 40.1 663 44A 468 36.1 567 40.9 402 3010 563 38.2 452 25.6 563 33.3 445 22.5 68.3 31.8 442 Q ZF LUo59A 495 61.1 443 49.5 495 51.5 435 42A 495 44.6 427 37.1 495 39.9 421 33.0 495 38.1 415 29.7 495 312 409 24.8 495 29.1 400 21.2 495 29.8 394 16.6 495 25.0 390 (A ��71.7 191 42.6353 34.8 391 35.9 348 28.8 391 31.1 342 26.1 at 27.13 337 232 391 24.9 333 20.9 391 228 328 17.4 391 111.7 321 14.9 391 17.8 315 LU a 38.4 370 39.2 335 32.0 370 33.0 730 27.6 370 28.8 325 24.0 370 25.3 320 21A 370 22.8 318 19.2 370 20.9 312 16.0 370 18.1 305w 3010 317 30.9 269 25.3 317 28.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 Upg ¢ O 17.6 220 17.8 203 m a8 Z m m TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: �mo"2 Anchor Capacity Table(lbs) uluacon ANCHORCAP.,,w,w, _ Substrate: 2.7kConcrela 3.5k Cm. Hall"MU FnedCAIU PT Wood McN1 (DPjX ANCHOR CAP.,,, &18'Etc. 114'SS Eko 51W Elco 174'SS Elco 910 Steel 812 Steel a12 Steel `MULLION CAP.,,,,,,,,,, AnchorCllpPaflema Anchor Type: 3/18'EkaUllreco. 111'EkoUltracan 3/18'EkoUlBncon 114'EkoUllman AggreOalor ulhecon AppteOatar Screw(05)screw(G5) Screw(OS) USE THIS FORMULA TO OBTAIN THEANCHOR ' Edge Distance(N} t' 2-I2' t' 2-1/2' 3-1/6• 1' 2-1/2' t• 2.12' 2- 3.116• 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment My 1-314' 1.314' 1.314' 1-314' 21 1.11• 1-114' 1-11' 1-u4- i-v4' t-11' 2' 1-378' 1-3111' safes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anch 05'Min.O.C./(2)245Angle Ceps/(Fig.V. 390lbs 390164 450 lbs 890 Ib;- 1700@9 270165 2801bs 354Ibs 7401bs 374166 72016, 94B lbs 3411bs 4421bs 660Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anch-C3.5'MIn O.C./(2)215 Arab CBp.I gig,2): 780169 760 lbs 700 Ibs 167elba 25251bs 510165 560IW WA 1120165 7481bs 89016s 1892 the 68210.9 685fbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors�2.71'MIn.O.G/(2)215 Angle Clips I(Fla.3): 11201bs 11201os 11501bs 2246 11b, 2254@, WA 8401bs WA 10591W WA 1320165 WA 1o221b, 13271bs 1680[be MULLION.IT WILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUCI'RIIVISED ANCHOR CAPACITY TABLE. wt�fyingwilh the YlO da FIGURE I: u0dI03Ccda � TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 _ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ` tieml ode Pr tContrel FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125" \�� pN( LYNAJ (, a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 304_ ��.•''y1cElJSF'•<<4(`,fl FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.250' No.50%OS '){ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' "-U a a a THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30=gpy U ST if: LEAST.125'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION T'•. 4/ a rr THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. !,�5T'••R,tORIDf'..•'GNB;: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. S'UNAt A.LfNNIMILL9R,P.E. FL P.E.#68705 TABLE 16A ® � Mullion Capacity Table Ibste) �� a Opening Width(for uerticalysparclrg mullions)or Opening Height(for holzorttally-sparrirg millions) �~C Sol. 60 In 701. 60 In OO In 1001n 1201n 1401n 1601. p Rattan ler T dang. Recta.War Tm Bang. Rectangular Tra4VTdang. ReclangWar Trap/Mang.dsng. Rectangular Tre dan. Recta So gu raprr g NT WT prt g ngder Tre(Jfdang. Reclengular TrefJTdang. Reclangldar Trep7Tdeng. Rectangular TreplR(eng. o:Y 3,26"45 Loading Load.g Lwdng Loadn9 Loadrg Lowing Lwdng L-1 Loafing U4,100 Lmdng Loafing Lowing Loafing Lowing Loafing Loadng Loafing c= DEO.AL ,. D D p �., m A a,. a ,. D BAYMULL �' ZL �, g g �'• q S v�, g �0 $�. �. �. � g.S N 5 5 5 5 5 e z N 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 see 170.0 506 170.0 092 170,0 510 170.0 tire 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170,0 521 160.3 1671 170.0 521 J W .In 170.0 700 170.0 524 170.0 850 170.0 584 170.0 902 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 ;170.0 680 183.7 1837 170.0 680 1{0.3 1&17 170.0 880 122,8 1837 170.0 6110 7 e S 50.025 In 170.0 747 170.0 503 170.0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 1709 1345 170.0 741 170.0 1404 '170.0 756 147.1 1552 170.0 750 126.1 1552 170.0 750 110.4 1552 170.0 758 W o 641n 170.0 797 170.0 612 170.0 95e 170.0 Sill 170.0 1116 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 637 155.2 1455 170.0 856 120.3 1455 170.0 881 110.8 1455 170.0 801 97.0 1455 170.0 Set C3 601n 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 678 157.1 1300 170.0 044 139.7 1308 170.0 988 125.7 1309 103.5 984 104.8 13D9 157.1 882 69.0 1309 157.1 862 76.6 1308 157.1 862 F J to 631n 170.0 930 170.0 745 170.0 ilia 170.0 650 162.9 1247 170.0 940 142.5 1247 184.5 983 128.7 1247 152.6 905 114.0 1247 111.3 052 05.0 1247 136.2 938 81.4 1247 135.7 035 71.3 1247 135.7 035 m Be In 170.0 074 170.0 789 170.0 1169 170.0 803 148A 1190 103.7 965 129.0 1180 147.0 045 115.4 1190 1130.5 926 103.0 1100 126:4 014 86.8 1100 119.5 898 74.2 1180 118,1 693 84.9 11Bo 118.1 Sea Z N C 72k 161.6 1010 168.8 077 154.7 t0I0 144.8 858 115A 1010 1272 812 101.0 1010 114.7 62a Me 1010 1058 817 806 1010 BB.B 807 67.3 1010 90.6 705 57.7 t0I0 01.8 780 50.5 1010 07.7 769 W J 761n 137A 009 143.6 792 114.5 900 1220 775 08.1 906 107.1 761 0.5.9 008 98.2 149 76.3 906 882 738 68.7 808 82.3 729 57.3 903 74.7 718 49.1 We 71.2 710 42.9 806 70.8 708 J O Z Q 761. 127.1 881 132.5 754 105.9 881 1125 738 80.6 801 88.8 725 79.6 Be] 66.5 717 70.6 BB1 01.0 703 63.6 Bei 75.4 684 53.0 881 68.1 681 45.1 881 64.5 875 39.7 Bat 63.7 872 F- Q Q N ZZ O So In 827 8{8 85.{ 571 88.9 818 721 561 SB.i 840 82.8 654 51.7 648 50,1 545 16.0 649 50.9 537 41A 816 47.0 $30 343 BdB 61.5 518 79.5 &8 38.2 511 25.0 040 38.5 507 Q m Z F- W" moo 981. 68.2 568 70.1 508 50,8 we 59,1 499 46.7 568 SIA 491 12,6 568 45.8 483 37.0 568 41A 470 34.1 588 38.1 470 28A We 33.4 450 24.3 506 30.5 452 21.3 We 20.7 447 Tn LU 1081. 47.9 448 46.0 40.5 39.9 449 41.2 399 342 449 35.7 303 29.0 Mg 31.7 307 28.6 449 28.6 362 23,9 M9 26.1 377 20.0 148 71.7 380 17,1 449 20.4 361 15.0 449 111.9 358 !Z n 1111n 44.1 425 45.0 385 30.6 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 387 24.5 {25 211.2 382 22.1 425 24.0 358 1e.4 425 20.7 350 15.0 425 19.6 317 !Z' S2 1201n 34.8 364 35.5 331 20,1 384 29.8 320 24.8 381 25.8 321 21.0 384 228 317 18./ 364 203 313 17.5 384 18.7 309 UQ Q O O 1M In 20.2 253 20A 233 16.8 253 17.1 230 !L zm0 Q rG$ 0 4 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: g- EE Anchor Capacity Table Iba ANCHOR CAP,,-,- &balrale: 2.71,Conc,d. 3.5k Cone. 11011"GMG Rued CMU PTW00d Metal (DP,)X( )=ANCHOR CAP.,,, 'JIG Eko 11d'a9 Eko 5110 Elco 114'S9 El.. 810 Steel 912 Steel 412 steel MULLION CAP.,,,,,,,_ Anchor Clip Patterns Aalwr Type' 3/1G Eko Ulbecon 1/4'Eko UlUecon Ulhecan 3716'Eko UlVaon 11.Ek. AggraGBW unmcon AggreGalw Screw(G5)Sew(0) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge IXslanca Qn7 r 2-trz• r 2.12' 3-116• t• 2-VT r z-1rz• 2• 3-116• 2- 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednenl lk): 1.314- 1-334- i-334' 7 1-114' 1.114• 1-114' f-114' 1-114' t-114- 2' I31G 1318' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anch-@Vh1in O.C.1(2)2X5 Angle Clips I(Fg.1): 390@s I 390lbs 450 Me 8901os 1700 ms 270188 2801bs 359Ibs 740 @s 374lbe 720 Me 046 It. 341 me 442lbs 560 ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andras®3.5'Mln O.C.I(2)2x5 Angle Crpa I(Fig.2): 7801be I 760lbs 7901hs 1870158 2525@5 1i401bs 5s01os wA 11201bs 7481be 8801ba 18821he 6621be 885[be 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors@2.718 h1In.O.C.1(2)2x5 Angle Clips I(Fig.3): 1120lbs 1120165 9.h 22481bs 2254!is WA 840 ibs WA 10591be WA 13201Ds wn 1022 ks 13z71os 1880 ros MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. 4a., g wltN the FlotiL TABLE NOTES: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. P4eQuuCa4ae1 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 11(11 I I 1111; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •••..,21/((��i� • • E •] HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23, .125' 45° �'�•.•' %CENSF ••,F.P i� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •' '•,x Y 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' - A No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • E LOW SOUTHERN I SG OF 0.65.ALUMINUM SHALL BE 6063-T5 THICK.ST EL STU S TO BE A MIINIMUM GRADE 33 AND 045"THICK(18 GAUGE.ISTRUC UI RAL STEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45°BAY STATE lC/� • • THE MATERIAL 910 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION %'��'• FCORIOP.•' ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ' Sis(ONT`G A.LYW P.E. FL P.E.#58705 1-1.000"-1 --I 1.000' --I 1.000• I-- -{ 1.000' r- ~I 1.000• f- �- 1266 -� g 0 1Ir -.125° � � a a117,5" r gY c� .125' .125' 2.750' 2.750" .125 3.125" .125' 3.188' 2.000' 2.000' .125' 2.118" N 265" .125' Z $N� N 650 x.125' L .375' ' •500' .900' O F 7 r W 1'X2'X-125'MULLION 1'X2'X.375'MULLION TX 2.75'X.375'MULLION 1'X2.75'X.65TMULUON. 1'X 3.125"X.5'MULLION 1.25'X 3A88'X265'MULLION 128'X 2.11'X.125'MULLION 7of _ 0063-T6 ALUM. 6063•T6 ALUM. 6063-T6 ALUM. 0083-76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 8063-T6 ALUM. Q o N X-SECTION XSECTION XSECTION X-SECTION XSECTION XSECTION X-SECTION an ZM 10 z TABLE A Z w 1 m 1 STANDARDCLIP I 2X5 ANGLE CLIP Dimenelon Value(In) For MUlllon: 9 8083-TB ALUM. 8063-T6 ALUM. 0 ° 2.000' X-SECTION 2.125' 2.000' XSECTION A 1.625 J (L dd o rcZ U-CLIP 1"X2'X.125' Q 1 -T6 ALUM. I B 2.854 .125' XSECTION L 125' C 0.895 Aluminum 1-- 6063 Q m O Tube Mullion Q Z Z zz ao 0 rr D 0.740 Qo .125'J 4 ZO�+ -I.740"4-- A 1.126 1"X2"X.375' W B 2.404 Aluminum -1 w w 5.500' CUTHERETO .375' C 0.635 Tube Mullion U : Q � 5.000' .375° 3.125' `1-CREATE F-CLIP,SEE MIN- .375'MIN. D 0.480 a e Z mU) O MIN. DETAIL F,SHEET4 g O f0 MIN. A 1-875 �_ � � r--------1 r--------I 1.3W� ----------- B 3.000 1"X2.75"X A -'J 1I A A u-CLIP A %--------+ .375 Aluminum L- -----J L_______J 8063-T6 ALUM. `- -------------------' 2X5 ANGLE CLIP C 0.757 TOPVIEW 6063-TB ALUM. D 1.118 Tube Mullion L_ TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-TB ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1°X 2.75°X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER s 1/16'. B 3.000 .850" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER•1/16% SHEETS 5-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE B RODUOTRBVISED DISTANCE.MAXIMUM pOT Part# A 2•� -iwraNyring wild the Florida ANCHOR HOLE 1'X3-125'X Mull Dimension(sheet#) 8 2.837 uOdlrg SkN _ 5.500' -I 375' DIAMETER:ANCHOR MUIIIOn Std.Clip Offset Clip UCllp Anglo Clip Sub Alum ,ceyo,cvNo .375' I 1`'lIN• DIAMETER+1/16"- C 0.863 Tube MUII MIN. 1"X2"X.125"(5) 66605 688113M 6661118M 666243M 666511M D 1.137 r---- -------I------------� 1°X2"X.375"(6) 866006 668114M 6681119M 668244M 666512M A 2.825 hard ado ProduUConvol 1"X 2.75"X.375" 66607 666115M 6661120M 666245M 666513M 1.25°X 3.1 lura m B 3'282 X.285"Alum 111 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M rLA 0.882Tube Mull �� 1YNNB 1.762 .� pN ,......, /��1"X3.125"X.500"(9) 66637M SN1116M 6661114M 666242M 666515M � ••'�10ENSE•••..�p 1.25"X3.188"X.285"(12) 88841M 6681117M 6661113M 666241M 868516M 1.813 .121°Alum ;' •x �__-----� ____ No.56705 I -J 126"X2.11"X.125"(18) 69370 WA NIA WA 866517M Tube Mull _ C OFFSET CLIP NOTES: -"O••' r',�,�j '`S� �� .12b' 6063-T6 ALUM. F ' 1 TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (�'(N,'' ST TE O /V .740'-f--�-{ •.,FLOMID. • i�� 2)SEE SHEETS b-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ��is'9�0NA1, A.LYNN MINDER,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 1.000• 1.062'.1 'I '.'^j 1.000' I� 740' ® F�n .062 .385" rC .O6" { 5' --I r-.125' gy�lxCs 438' I $�9 0 .436• I AlI 4.000" •125 STANDARD CLIP 2 126• 2X5 ANGLE CLIP ^Z cr 4.000' 4.000' 2 825• 2.000' 6063-1'6 ALUM. 2.000' XS AN 6 ALUM. LL 125• XSECTION U-CLIP I 6063-T6 ALUM. X-SECTION .125' N 125" 125" .126" XSECTION (S 0] .0311 -- zt U) m .125 r O F- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .125 DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE : 2 .375' '155" 375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 2 A U �f ca HOLE DIAMETER:ANCHOR DIAMETER+llffi'. ca z o 0 VX4'X.125'I 1'X4'X.375' 1'X4'X.375' MULLION MULLION 'T-MULLION 5.500' CUTHERETO 375, 5.000' 375• O 1 6063-T6 ALUM. 6063-TB ALUM. 6083-T6 ALUM. 375• 3.125'��-CREATE F-CLIP.SEE �^MIN. U) j X-SECTION X-SECTION XSECTION MIN. DETAIL F.SHEET 1.250' .375' _____ z W m r-------� r-------� I ---- -----------� 376' p' I CENTER OF r � 1 I I I ANCHOR HOLE I I MIN, p �z 1.250' 1.250' I I I I I MUST LIE WITHIN I I J a. I I I I I THE DASHED Q J .�-• 1 1 I j F BOUNDARY.SEE j I Q z N O SHEETS 5.20 FOR i ___ ___I 2.875'E I _ I --- I THE ANCHOR O.C. F j z yo 3.94' I DMAXIMUM W ZU B b° 3.260' 3.250' I 1 I I ANCHOR HOLE ; Of -I I I I I I DIAMETER: I I F- J () 100• 100. I I I I ANCHOR --------------------J U = Q .IOD' L ------J I L__-----J DIAMETER 11161. d.2� zs:U 0 .100' 624' L STANDARD CLIP U-CLIP 2X 63-76 ALUM. �$ mO s:O 6063-T6 ALUM. ma .6Y4' 6063-TB ALUM. 6063.76 ALUM. TOPVIEW o �••7 -T CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW -•( .820'Fes- I --1 .820' 1--- -'H .820'I+ WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25'X.624' 1.25'X 3.94'X.624" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmonslon Value Qn) For Mullion: Dimension Value(In) For Mullion: 6005•T5 ALUM. 6005-T5 ALUM. 6005-75 ALUM. DIAMETER:ANCHOR DIAMETER 1/16". F 3,687 1' (4 F 1.938 1.26'X3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.500 X.024' 5.500' H 2.680 Aluminum H 1.438 Aluminum 3.469' 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661' /� .125' .375' .376' F 3.187 1'X4'X F 2.625 1.25'X3.94' 1.377'� •125' 1.877' I MIN. G 0.757 .375' O 1.125 X.624' RODUCT. r-__ ---� r � H 2430 Aluminum H 1.500 Aluminum rAmplyln9wi0ilb.'lorida I I I I I 3.000 Tube B'T' I 3.250 Tube Mullion u84b;g Ooie /j1* id,/t�S I I I I F 2250 .1.25'X3.26' F 2.813 30•Be Mull /� I I I I i I G 0.760 X.100' F 2.676 45•Ba Mug / .125" I I I I I H 1.600 Aluminum .125' 45° 2.250' I I I I I I ade Pcodua Cenuol 30° I 3.250 Tuba Mullion I I I H I I I I I TABLE D 1111 I I I I// 3.250'45•BAY MULLION I 3.250' I I I I 30*BAY MULLION 6063-T6 ALUM. L_-_----- I �_ Mull Dimension POTPertIY 6063-T6 ALUM. I XSECTION I (sheeitl) Mullion Sid.Clip Offset Cllp U-Cllp Angle Clip ` •'•1GENSC'•.F� XSECTION I ' 1'X4'X.125'(10) 68384 680111M 6861122M 866241M 868518M '•,�( G OFFSET CLIP No.58705 - I .125" 6063-T6 ALUM. VX4'X.375'(11) 66610 660112M 6661123M 666242M 666519M .228'-,�--•981'-4 .226' �-•881'^1 TOPVIEW 1'X4"X.375"7(11) 66853 660112M 6861123M 666242M 666518M .740" X NOTES: 1.25'X3.25"X.I00'(13) 20160 6661127M 6661124M 8SM410M 6665115M �- 11RS 1.25'X 3.25'X.624•(14) 20181 6661128M 8681125M 6862411M 6665110M STATE 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.94'X.824'(16) 20162 6661117M 666I128M 666241M 6WS17M ':O'��.•'•.,ALORIDP,.••�\`�1;1 86649 WA WA !c LSis•••"'•• ��"�` 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) WA 6885110M 45 Degree(20) 1 88850 1 WA I WA WA I 6665171M I 5870 r P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYtJtWM) FL P.E.N 58705 TABLE E ® > Mull Dimanslon PGT Part# f _ (sheet#) Mullion Std.Clip U Cllp Angle Cilp -� •125' -j�- .125' .{I .125' �x�' a 2"X4"X.25"(16) 86602 668261M 660271M 6865112M IrCyy ° 2"X 6"X.25"(17) 66604 666262M 666272M 6665113M FILSTANDARDP I U-CLIP 2X5 ANGLE CLIP ^6063-TBALUM. 0063-T6ALUM. 2.000' 2.125' XSECTION 2.000' XSECTION �NOTES: N25" I .125' .125' B m 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING � N� W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L -f - Z U) 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I-1 4SO•�I ` O LLJ HOLE LOCATIONS. 1,490' J W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' CUTHERETO O 3.500'�''j CREATE F-CLIP, I1- 5.000" _ _375' m U) o 2.000" ,375' `e _SEE DETAIL F, •375" q ,375, I -r MIN. ZO (D co MIN. SHE MIN. I-- (A Z ------------�-- --------� -- -- (•---------------------1 z Wi 2LF d2 Z 4.000' i• i I I Q r @- -I-- - - - I- 3.438' + 3.438' i------ -j Z O Q rn p .250' 2"X 4'X.25' I MULLION I I 3.438' i I Z 5Z p 6063-T6 ALUM. I I I I N Z A O m.- X-SECTION I I i I MIN. � O L_____________________J W Y `1 �- STANDARD CLIP 2X5ANGLECUP O Z O O U-CLIP,6063.76 ALUM. QO_ (0 � CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2'X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM..250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW $ 90 SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. @yam DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1/16'. WITHI THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER i 1/16'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER♦1/16'. 5.000' 2.000'- 3.500' CREATE F-CLIP. ,375' �` .MIN. SEEOETAIL F, .MIN. --T MIN. MIN. �-SHEET4 MIN, f MIN. .375" --------- ---------+ -- -- I I I I I I I I I i I ca Vlyiny whir the Florid I I I I I _ I I UcepIsnCoNu 6� I I I I j I �BiC I I I I I � � Product ontrot .250, 6.000" f -i - -r-- --j- 4.688" t 5.438" Fe i - -------i I 6.438' 1111111/// I I 5.438' .. N.. 2'X6'X.25' I I I .�i��.•'•�,1GENSF'•.FAQ MULLION j i I I ��. •'•tit 6083-T6ALUM. I I j j iT: IJO.56105 X-SECTION I .375' _ �y_ _ I I ------------ MIN. - x•'17-5 STATE Of ,FCORIO?.•'•G.\C: STANDARD CLIP U-CLIP 2X5 ANGLE CLIP % CCS .250' 6083-TB ALUM. 8063-T6 ALUM. 6083.76 ALUM. 1,s/ONA1-�� ` TOP VIEW USED FOR 2'X 6"MULLION,SHEET 17 TOPVIEWNN/i MILLER1 TOPVIEW A.LY ,P.E. FL P.E.#58705 EXAMPLE is SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.11W.HE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. 1 INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72•AND THE OPENING WIDTH IS 32"+32+1"=65".REFERNCWG SHEET 25,THE COLUMN USING In NO ANCHORS IN HEAD ) u: RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4-AND WILL MEET OR EXCEEDTHE REQUIRED DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. F SEE SEE FROM TABLE 3A,SHEET 7,THE T X 2.75"X.375-MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD 5l ° FENESTRATION oHEFLS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUOAL SHEETS y'.Pc K APPROVAL 2J O= � V �`'� FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650*MULLION(LENGTH=72,OPENING WIDTH=7(r)HAS A DESIGN PRESSURE OF-1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE ]2" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE HE ANCHOR CAPACITY REQUIRED OF 636 LBS. 45 MULLION LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOH THE STANDARD CLIP WITH(4)#12 ANCHORS AND HE 2X5 rn ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL, Z N 4TAI'L�S o . 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH HIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL TS APPLY TO HE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE W INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 2 ��j NOANOHORs IN wWDow SILL REQUIREDIN THIS EXAMPLE,THE DESIGN PRESSURE HE ANCHOR CAPAC TY AD USTMENT FORMULACOU D HAVE BE N USED TO CALCULATE HE ANCH R CAPACITY REQUIRED FOR THE PSF WITH DESIGN PRESSURE OF 60 PSF: LBS ALTERNATIVELY, �W O ANCHOR CAPACITY OF 636 a R 32' 32' --I AF—IUU.WIDTH 636 LBS (60 PSF)X OPENING W70TH `J=524.9 LBS (MAY BE USED TO QUALIFY#10 S�EEL SCREWS FROM TABLE 4B) 72,7 PSF r z g m 8 E�HE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.HE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES DESIGN PRESSURE OF+50.0!55.0 PSF. :3 r N FOR THE VERTICAL MULLION: Q 0 i)INITIALLY ASSUMING THAT 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1`=105"AND HE OPENING WIDTH IS36036'+1"=73".REFERENCING SHEET 25, < Z o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULUON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8"AND WILL f!a m o sr EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF HE TABLE DOES NOTSHOW HE EXACT SIZE,USE THE NEXT LARGER SIZEAVAILASLE. NUiy o 0 A1ULL WIDTH FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375"MULLION(LENGTH 108'.OPENING WIDTH=86")MEETS HE DEPTH REQUIRED,HOWEVER HE DESIGN PRESSURE IS+1-15.!PSF n SG Y I^ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F to U) FROM TABLE 12A,SHEET 18,THE 2'X 4'X.250•MULLION(LENGTH=108•,OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+)-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 'S 0o . � SEE FOR THE OPENING AND MAY BE USED IN HIS APPLICATION.NOTETHE ANCHOR CAPACITY REQUIRED OF 971 LDS. Q. m O Q SEE DETAILS. ',� h 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,HE ADJUSTED OPENING WIDTH IS 36"+38'+2'=74",NOT 73"AS PREVIOUSLY ^ a� PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,HE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.112•+35-l2"+2"=731). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL t i CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` '` SEE �'�—SEE USING HE STANDARD CLIP WITH(6)3116•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH DETAILS, DETAIL E, THEREFORE SUITABLE,FOR HE REQUIRED ANCHOR CAPACITY OF 971 LBS. a OPENING SHEETS 2.3 SHEE73 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4`X.250"MULLION,IN HIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ MULLION TYPE COULD BE CHOSEN. - RODUCP REVISED MULLWN 12" complyingwhlltheFtottQa 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72.+2"=106•.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE u0ding Oode USED.FROM TA13LE 12A,SHEET 16,HE 2-X 4-X,250-MULLION(Q LENGTH=42',OPENING HEIGHT=12D*)HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS HE SEE ortpI6nco Ito REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS, ato �ZO _ o67AIls, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN HIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' H23 EETS WIDE.IF HE MULLION CUP WERE TO BE CENTERED WITHIN THE S'!CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 1f—��p Ptodgcl Control 1-217i (4)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. L."OPENING I-YNAt4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USETHE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FORTHE U•CUP SHOWSHEANCHORCAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR HE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.HE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#!2 STEEL SCREW. •'.�jC�� ND.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM HE VERTICAL MULLION; �EOF — +/-170.0 PSF FROM THE 36`HORIZONTAL MULLION ATTACHING TO CMU;+/-170.0 PSF FROM THE 38"HORIZONTAL MULLION ATTACHING TO HE VERTICAL MULLION(INTERSECTION). %�� •�! THE LOWEST DESIGN PRESSURE IS PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ,• FLORIOP VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.HE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '"/C/S/ONN- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LAN MIIJIMP,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULUON. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW i PW Ph' rL/11H °a SHOH SHMH SHIDH- 1 z g PW PW O PNm 1 0 I 3 LLI 1 _ I I ! ! m LOADING OF VERTICAL MULLION I / f f Go f / / W o p LgADiNG OF VERTICAL MULLION 1 00 Sttt OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / �/ / ~ HINGED I- � DOOR � SGD I � pyy 1 - COALING OF VERTICAL MULLION � LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q LU PW � _ I .-- �/! i Z dX� d Q O PW PW H yl!mz 0 o PIN N (ry 9 C5 SH/DH ZI/DH PWUY, ♦- Qa ° foo 1 a = 0m / / 1 SHIDH $ €om mo I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION i "t SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION i PW PW E> HR 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MA/ �HINGED I MULLION DOOR PW PW I NOTES: R0DUCZ REYi5EQ 1)DRAWINGS ARE coniplyint4wilhdie Flodda u0dlag(�ido /� +01 ,�� 1 RERESENTA7tONS OF TYPICAL oceptanwKo - 1 �i —•, PW CONFIGURATIONS. j1oW i PW CONFIGURATIONS NOT SHOWN y o 0 % 1 f 1f MAY BE EXTRAPOLATED FROM �� spy / I THOSE SHOWN. / I PW� IF THE LOADING TYPE CANNOT .\\ `y`{LYNN B BE DETERMINED,USE PW Pyle i RECTANGULAR LOADING. ytCENS,a •.• r 1 / � w '•.is 1 3)SEE PRODUCTS'APPROVAL FOR = 7 t r No.58705 LOADING OF VERTICAL MULLIONI f/ ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION I 1 PANEL OF HINGED DOOR i5 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS SGD %��••. �PRTE 6F �(/ti LOLLING OF VERTICAL LOADING OF HORIZONTAL A.LYNN IUL�EF2,.P.E. MULLION MULLION FL P.E.#68705 Florida Building Code Online Page 1 of 3 -.r NE w Horida�"Jprar* y �( BCIS Home Log In User Registration Hot Topics IfSubmitSurcharge j Stats&Facts i Publications ; FOC Staff ? BCIS Site Map i Dnks Search Bus ines Professit3I product Approval p�USER:Public User Regulation Product Approval Menu>Product or ADelication Search>Aoolication List>Application Detail Application Type Revision Code Version Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Tec oology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 j rosowski @ pgti nd ustries.co m Quality Assurance Representative Address/Phone/Email Category Subcategory 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 10/05/2015 Date Pending FBC Approval Date Approved 10/09/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ3 5 VD... 2/1/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FI,24 R37 C CAC 15-00519_1=E.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 11 15-0519.16 F.pdf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0519.15.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 Ii 15-0519.15.pdf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.3 PW-220(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.08.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/16/2016 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0609.08.1)df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.4 IPW-520(Large Missile Impact) WInGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0612.13.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 FZ17 11 15-0612.13.1)df for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.5 JPW-620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0528.27.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0528.27.1)df for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports reated by Independent Third Party: 243.6 _ ) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.26.pdf Approved for use outs HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resista02/19/2019 _ Design Pressur 1011 r Other:Please see Miami-Dade County Notice of Acceptance(NOA) for product performance Information,anchorage details,and anchor i mr a e BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.7 JPW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0528.26.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0528.26.1)df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 13-1125.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/11/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 13-1125 04.ndf for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1`1-243 R17 C CAC 15-0609.06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 VD... 2/1/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NCA) FL243 R17 II 15-0609.06 LM.r?df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports j Created by Independent Third Party: i 243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.07 SM.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/17/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 IT 15-0609.07 SM.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.11 PW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2-4,11.1,7 9AC 14-023.0-.LITi.01 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FI.,74.,R37..IT_--b493Q,�24,niif for product performance information,anchorage details,and anchor Verified By: Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R1.7 C CHC 15-041.5.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 IT 15-0415.02.ndf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R1.7 C CAC 14-0930.25.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 IT 14-0930.25.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0415.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 II 15-0415.01.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,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.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 mall 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: W?," ® Chi., scctir'Itvm k."Fiu cy http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 VD... 2/1/2016 MIAMI•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.miRmidnde.gov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product.Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series I. APPROVAL DOCUMENT: Drawing No.MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING a ,sl mlll6 m .:ctib LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-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#13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI-DADECOUNIY / !� E � be ru 15-4528.26 f2) Rn�pp—oroi_al_Date: July Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, 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, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA No. 13-0502.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014),dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). I Manue Perez . ' Product Control Exa .er NOA No. 15-0528.26 Expiration Date: February 19,2019 Approval Date: July 092015 E-1 PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlasOO (Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. (l) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with'FBC-5`" Edition (2014), dated May 20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. Manuel anue Per Product CoutioI ami er NOA No. 15- 26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 720/820 IMPACT-RESISTANT FIXED WINDOW DESIGN PRESS PACT RATING VARIES, RATIO FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP MOTH HURRICANE ZONE(HVHZ). 47"BUCK WIDTH — 48"BUCK WIDTH 48*SUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-114•VISIBLE _ 45-114'VISIBLE L 45-1/4'VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCT REVISED INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 6*MAX. 6*MAX. F,SHEETS m complying with Out Florida LITE(CAP)MUST TEMPERED. I E T7_� r—H,SHEET 9 Building Code, I I Am Luce o16- 3)FOR MASONRY APPLICATIONS IN MIAN-DADE COUNTY, C) N 16-C p fyf.�' D., f Icl USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY 13Y 1 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS mi ado Product WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A #". - A 41 as, C E,SHEET 6 E,SHEET8 e LIN ITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET SHEETS BUCK SHEET7 SHEET? G SHEET 9 G. HEET9 EDITION F-k-,UPDATE 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE L. HEIGHT BUCK DATE:07IM15 CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE -—-—-—- �j HEIGHT L OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. i L_ I . 92-1/4' I T 93414" WOOD BUCKS DEPICTED AS 2XARE 1-112'THICK OR l2"MAX. VISIBLE 12'MAX. j 93-1/4" VISIBLE GREATER.IX AND ZX BUCKS(WHEN USED)SHALL BE D.C. LIGHT O.C. VISIBLE 6*MAX, LIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR Is HEIGHT 96, C'7 ARCHITECT OF RECORD,(AOR). j TIP-TO BUCK ILI V) TIPHEIGHT �i! 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL HE HEIGHT 9 - (1) C; BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF } 0 f- SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED (9 64 0 C4 ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION fn , C4 -1 LU ANCHORS SHOULD BE SEALED.OVERALL z =6 ll� Z LL cq-j q _j U u>LL co a: �'6 ILU SEALINGfFLASHING STRATEGY FOR WATER RESISTANCE OF a 12-MAX.O.C. D 12-MAX-O.C� F,SHEET 8 0 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET MAX. SHEET 2'MAX. H,SHEET SHEET 89 5.MAX.O.C. C)W - co THE SCOPE OF THESE INSTRUCTIONS. LIJ 02 co C, G� 6)MAX.1/4'SHIMS ARE REQUIRrDAT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION I_ILj �d 0 LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) 0 O SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING ELEVATION TESTED UNIT) (TESTED UNIT) -z a:z LL APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE 0 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: W - THEM BY THE WINDOW. 12*O.C. HAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK I ' GUIDE TO SHEETS: w MAX, ND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. IS 7)DESIGN PRESSURES: ch rj) 0 1 GENERAL NOTFS_.___ I ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"OC.MAX.FORALLCURVED,FRAME Si z In P A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS................................I MEMBERS,SEE FIGURE 1,THIS SHEET. 9 3: LU TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS 2-5 1-- z E1300, DESIGN PRESSURES..................2-5 12*O.C. o 0 INSTALLATION,FLANGE.............6 MAX. WIDTH WIDTH--j FWIDTH WIDTH-H 0 z .3s B.POSITIVE DESIGN LOADS BASED ON WATER TEST 'A -——— T - PRESSURE,STRUCTURALI CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL.LIEG 7 F --I Tr_ I ute 0 C14 ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A...........8 f- INSTALLATION,INT.FIN B__ 9 w 0 LU w LLI z Z: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY..................10 w U3 u3 w x w - DESIGNED TO RESIST THE WINDLOADS CORRESPONDING 10 x I =I I x E (D I EXTRUSION PROFILES MAX TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS I PARTS LIST................ I L INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR -WIDTH---------j 1--WIDTH--I t-WIDTH--i WIDTH--i I THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1: F z—oo —-I r _1 OVIN LYNA14 • L Type Sheet COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA Desoriplion # VACHNq BUILDING CODE FOR CORROSION RESISTANCE. /,r:. Jim w to 8m No.56705 9)REFERENCE&.TEST REPORTS FTL-3835,3850&7212; H�!q - r� ;* 6' Air-WIF An-.09V PV8-3116'HSI 3 L Us — J.. ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ANSIfAF&PA 3 1-1/1 LQm1AG(31WT-71l6- L J S. -_O NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN A 4 1-1116"Laml,IG(3116"T-7116"Air-3fl6*HS090'PVS-3116"HS) 3 7116'Lami(3116*An-.090,SO-3116, MANUAL 5 4 WIDTH F- WIDTH---I I_WIDTH--I I_WIDTH 1 A -A _1 TIF OF 1,L116"Larni(3116-HS-.CW SO-3116' 4 r 1 ID)THE 720 SERIES USES A PVB INITERLAYEI , _illfl*Lamt,10(3116*T-7"R*Afr-311V An-_0W SO- 3110' n 1.THE 820 Of'IDI, SERIES USES AN SO INTERLAYER. 1 8 11-1116'Lami.10(3118'T-7110*Air-3116HS-,090"$G- =RLAYER.THE 720 ES MAY ALSO BE REFERRED AS THE 701 SERIES. '='KURARAY SENTRYGLACINTERLAYER'BY KURARAY AMERICA,INC. 115 w w ,&*SG x r;� m x I It lt 'PVB"='KURARAY BUTACI7E®PV8 INTERLAYER'BY KURARAY AMERICA,INC. A.LYNN MILLER,P.E. P.E.4 58705 TABLE 2: Lary do On 72 70 60 84 as 92 96 100 104 109.112 7/16'LAMINATED 30 +190 +i-$0 +7.80 +790 +1.80 +7.80 +1.80 +7-BO +480 +1.60 GLASS STACK 32 +1-80 +1-80 +1-80 +1$0 +190 +1.80 +!•80 «1.6p +I.80 +180 A9p'PVB INTERLAYER 34 +!-8 +7.80 +1.80 +790 *190 *1.80 +I.80 +180 +1-80 +1-79.6 +1.79A +1-60 +1-80 +1-80 +190 .1-80 +1-79.7 +1.77.2 +t•75.1 +t-73.4 +1.72.2 3/16'HEAT STRENGTHENED GLASS PRODUCT REVISED +1-80 +l-60 +l-80 +190 +/-78.1 +1-75.2 +1.725 +1.70.3 +1-68.5 +1.06.3 3116'ANNEALED GLASS as complying with the itiucida 40 +1-80 +1-60 +1-80 +7.79.8 +1-77.2 +1-74.3 +t-71.3 +t8T.9 +1$5.1 +1.63.4 +/-81.8 4 BoiI ns Code 42 +180 +1.80 +48p +1.77.4 +/-74.3 +1-71.3 a1-88.2 +1.64.7 +1$1.8 •1.59.8 x458.2 11 Accsptanm No)�-� , € 44 +1-80 r1-80 +1.78.9 +!-7$4 +1.72.1 +/-68.9 +x•85.8 +1.622 +159.7 +1.57.5 USED AT CURVED iratlan Oals 48 +!•80 +1-80 +I-77.2 +1.73.6 +I-70.1 +/•68.8 +463.5 +190.3 +157.7 FRAME MEMBERS ONLY6/8" 48 +1-80 +1.79.3 +1.75.6 +1-71.9 +1-68.3 +1-64.9 +1-61.5 +1.562 C�1 N-718'O.C.MAX. 29 GLASS SITE - LON6 SIDE By w 50 +1.80 +/•77.5 +1-74.1 +1-70.3 +1.88.7 x1831 +159.7 Mi i ads Product Hiro 1-3 T- 2 52 +4791 +1-75.6 +472.4 +1-89.6 +1.85.1 +1.61.5 SHORT NO CHANGE THIS SHEET 54 +1-774 +/-73.8 +1-70.5 H87.3 x1$3.5 ,�j } 56 +l-758 +l-72 .188.6 +1.85.3 EXTERIOR SIDE y� a DATE:07/02115 50 +1-74.2 +1.70.3 +1868 20 13 m 60 +1.727 +1-68.7 +1.85 62 +1-71.2 +1$7.1 04 r/-69.7 o-05.5 86 +1-88.3 67.778 +1-67 NOTES: c+} Y Q 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. LU 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O r n CD e a0 O C4 TABLE DIMENSIONS MAYBE O m W ILU cli n , d ORIENTED VERTICALLY OR p.-i 0) o Z c6 ,i- HORIZONTALLY HORIZONTALLY AS SHOWN. Z LL 1�LL co J --a p =t!7 r W S2 cS TABLE 3: W Z O 00 'oN I.- m o cry sHo Window Design Pressure{+/-,psf)for Glass Type 3 6r Cj p v Z r o ong Side(in) f� Q Z O.Z Q tt3 LL. 87-7/8 72 TO 00 84 8s 92 96 100 104 109-112 1-1116'NOM. ~ - O _ 7116"LAMINATED v 30 +480 +190 x1-80 +1.80 +190 +1.80 +1.80 +1.80 +/80 +180 +180 GLASS STACK J � t+t GLASS STACK 32 +1.80 +1.80 +1•80 +486 +190 +1.80 11414 +1.80 +190 +1-00 r1-80 F F- 34 +1.80 +1.60 +790 +480 +i$0 +1.80 +480 +180 +480 +1-80 +/-80 3/16"HEAT SHORT L, �i rn W mous 36 +180 +1.00 +1.80 +1.00 +190 t• STRENGTHENED GLASS SIDE r- G S' Z +80 +1.80 +1-80 +1-80 +/-60 +1-80 3/16"TEMPERED GLASS 38 H80• +1.80 +1.80 +/.so +190 +1.80 +1.80 +1.60 +1.79.4 +1.78.4 +474.3 3116"ANNEALED GLASS �j N F A4 +780 +1.80 +1.80 +1-80 +150 +1.80 +7.60 *i•7&7 +7.73.5 W-70.9 +1t9 7716'AIRSPACE "P� 0 W Z q2 +100 +1.80 +180 N80 +190 «180 *I.71 +473.1 +189.6 x1-60.9 +465.2 INTERLAYER < Z a orDas c 44 +1.80 +1.80 +1.90 +1.80 +190 +1.77.8 +1.74.1 +/-70.3 +1.67.5 +7.63.9 11 u _ d 46 +IAO +180 +1.80 +1•00 +1-79.2 +/-754 +1.71.7 +188.1 +1$5.1 5 O § Z NN 15 46 +1.80 +1.80 +190 +1$0 +1-77.2 +1-733 0-69.5 +/-858 USED AT CURVED SIDE w , U ~ 50 +/90 +480 #90 +1.79.4 +475.3 +/-71.3 +1.87.5i LONG 618' W U) 80 80 *1.77.7 +1.73.5 /•9.5 FRAME MEMBERS ONLY 29 GLASS BITE O X tt1 3 52 +l. +1.80 +(• O_D,. 54 +I.80 +190 H• +6 (5�11-7/8'O.C.MAX. ty p 79.6 +1-76 +1-71.8 56 +150 +1.80 +-1•77.5 +1-73.6 1-3 0 sous 58 +480 +1.79.4 +1-75.4 EXTERIOR 777111 1 111/,// 62 +1.80 +475.8 +/•73.5 C] 22 21 13 _..-i SHORT �Npp1y.LY(dN.n1/� 84 +1.78.8 +144 1tCENg F' SIDE 00 +1-772 GLASS TYPE 3 ' 87.718 */•74.9 },". No.59705 •'?r NOTES: _ _ :^ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. j 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. .�✓/ :./�� 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (} ST TC F � A.LYNN MILLER,P.E. P.E.1168705 TABLE 4: Window Design Pressure(+1.,pst)for Glass types 2&4 Long Me(ln) 67.7/8 1 72 76 1 60 84 s8 92 98 700 104 109-1t2 112 1 116 120 124 128 132 1 136 140 144 30 H•80 +190 +160 1 0-80 +/•80 +1•80 +1.80 +1.80 +190 +1.80 +/-130 +1-80 +190 N-80 +1.80 +/•130 +/.80 +1A0 +1.130 +1.6D 32 +190 +1-80 0.80 1 +1-80 +190 +1-80 +/40 +1.80 +1.80 +1.80 090 1.90 +1.80 +1.80 +190 +1.60 +/90 +480 +1.80 34 +1.00 +/90 +190 +190 +190 +190 +190 +190 +190 +1-80 +1.80 1.1-130 +190 +/-80 +1.80 +1.80 -/.so PRODUCT REVISED 36 +/•80 +1.80 0-80 0.80 +1.80 +1-80 +1.00 +/-130 +1-80 a-130 +/90 +190 0-80 +190 +190 +140 as complying with Up Florida 38 1.190 +190 +190 +190 +19D +1.80 +190 +1.80 +190 +190 +1-80 +1.60 +t90 +t•80 B4,11n1;Cade , p.��. o 40 + 0 +/90 090 +190 +190 +1-80 +1.80 +190 +190 .190 0-130 +/-80 /9Accc Imce No 42 +1.60 +180 +1.80 +&80 +/-80 +t90 +1.80 +1-80 +190 0.80 +1-80 E.piraio t[Y.hls Jq 44 +1-80 +190 +190 +1-130 +!•80 +1-80 +19D 1 +1.80 +/-80 +/-130 By 46 +190 +190 +1-80 +1.80 +I.so +1.80 +190 1 +/.80 +1.80 1 - Miai"Omle Pm U vntm 48 +1-80 +190 +1-130 +4-80 +1.80 +190 +190 +1-130 or 50 +190 +1.80 +t90 +1-80 +190 +1-80 +1-80 62 +196 +/90 +190 +190 +190 +1.79.1 Q NO CHANGE THIS SHEET 54 +190 +1.80 +"o +1.80 +/.76.6 > 56 +/•80 +1•e0 ago +/-79.1 aa DA E:07102/15 58 +t90 +/90 0-80 > 60 +/90 +r90 +879.3 62 +1.60 +1.80 ea +190 +r90 66 +1.80 87.7/8 +1.60 M Y Q NOTES: j a •ea6 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1`FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. it 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N a O N ti N °Q a O O-+ N MJ Z 'la Z LL LL m J uMo o O U Xy 0 0 1-1116'NOM. .I..,_�.� TABLE DIMENSIONS MAYBE �o{�rl m O C09 DMa GLASS STACK I _ 1 ORIENTED VERTICALLY OR C,> Q O W 7116'LAMINATED I `-+- T/t6`LAMINATED o Z LL z � r GLASS STACK I GLASS STACK HORIZONTALLY AS SHOWN. H W B. LONG .090'PVB INTERLAYER 3116-TEMPERED GLASS 3/18•HEAT STRENGTHENED GLASS SIDE g in O 3/16'HEAT 3/16"HEAT STRENGTHENED GLASS LONG SIDE 4 3116"HEAT STRENGTHENED GLASS * STRENGTHENED GLASS 7/18"AIR SPACE ti .090'PVD INTERLAYER �- 1Ij @+ Z LU I-qs 4 11 1i SHORT �L � rn Z USED AT CURVED 5 SIDE j O tL FRAME MEMBERS ONLY 213 518, USED AT CURVED 618" + _� SHORT a Z W FRAME MEMBERS ONLY 29 .�-. SIDE @ 11-718'D.C.MAX. GLASS SITE (a 11-7/8'O.C.MAX. GLASS SITE O Z, n 1-3 1.3 w EXTERIOR ` EXTERIOR �- LONG SIDE ----j O LL LLO d O. �] 20 13 C] 22 21 13 at72 osap sauag GLASS TYPE 2GLASS TYPE 4 SHORT �! LONG SIDE 1� �Q SIDE `*��0��VN.NIV ,, e��.•••}}GENSC-'•.c,� iii t1o.50705 TT SHORT 11 SIDE 7'"Z'f ••.• S1 TE rF ;• j/; •.,l'7.)Rks) •i,�� . ONS, C 17frrlllttt''' A.LYNN MILLER,P.E. P.£.N$8705 TABLE 5: Window Design Pressure(+/-,Psf)forGlass Type 5 L� 67.718 1 72 78 1 80 1 84 Long 88 lin) 42 96 100 104 109-112 7/1GLASSINATED STACK 1 30 +901-125.4 +901420 +901.115.5 +90-111.5 +901.108.5 -901.106 +90•104.5 +901-103.5 +90.1025 +901.100.7 +901.97.9 32 +901-116.9 +90.1108 -9Ql405.3 +901-fOT-B :401.98.7 +90.95.7 +90.92.3 +901.9D-8 +9N•90-3 +!$9.9 +1•89 .090'SG INTERLAYER 34 +901-108.9 +901^103 +901-98.8 +901.95.1 +901-91.8 +1.68.2 +184.4 +1.81.5 +1$0.1 +1.79.8 -1.79.4 3116°ANNEALED GLASS 38 +9Q1-142.8 +90-47-1 +907-928 +198.9 *1$5.5 +7$28 +1.79-7 +1.77.2 +145.1 +1.73-4 71.722 3/16'ANNEALED GLASS 38 +901.98.4 +901-92.2 +1.88.7 +1•83.2 +7$0.7 N-70,1 rR75.2 r1•725 ai-70.3 +/$8.5 +/.69.3 PRODUCT REVISED 40 +901.91.8 +1.88.2 +7$2.8 +l-79.6 +!•77.2 +l-74.3 +7.71.3 +/$L9 +/85.1 +1.83.4 +l-61.8 4 11 � ns complying wish the FWrida 42 +901-91.3 +7$4.7 +/-80,7 a/-77.4 +1-74.3 +l-71.3 +1$8.2 +194.7 1181.6 +/S4.B +7.56.2 Heitding Cade (LJ+b�>�.�o 44 +19fl3 +1.02.40-/.70.5 +1-75.4 +1• USED AT CURVED gcccplmtca No v 72.1 +198.9 +/$5.8 +4822 ./59.7 */•57.5 FRAME MEMBERS ONLY 213 5!$. pireli t Dote 19 48 +1-654 +1.80.8 -t-73.6 +t-70.1 +1$66 +193.5 +1903 +157,7 �11-718'O.C.MAX. GLASS SITE°T3 48 +1927 +1.79.3 -I-71.9 -I$8.3 +!•89.9 +l-81.5 +1•5fl2 �-•- LONG SIDE BY to 54 +l-00.9 +l-77.5 +1-70.3 +198.7 +139-7 1-3 �--- Mi Dada PmdBd' r �E 52 H-791 +1-75,8 +1588 +1$5.1 -1$1.5 54 +7-75.4 +1.72 +1973 +!$3.5EXTERIOR SHORT NO CHANGE THIS SHEET 56 +1-75.8 +1•72 20 13 SIDExpATE•07/0211558 +1-74.2 +!-7Q.3 60 +1.727 +198,7 0$5 "'- 62 +/-71.2 +/97A GLASS TYPE 5 B4 +189.7 +t-65.5 a 66 y-88'3 (+--- LONG SIDE -� a 87-718 +197 NOTES: m Y SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT Q� � a (q •nag 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION- S1DE 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL ❑-LEG WINDOWS,DO NOT USE WITH FIN-FRAMED WINDOWS. o a of CO0 TABLE DIMENSIONS MAY 0,9 o ILLY OR O.-f M 0 2 a I; HORIZONTALLY AS SHOWN. zU- LL S ...t --a ❑ TABLE 6: L)(W) x T aop O z O� t aN Window DesignPre6sure(+f-,psf)for Glass Type? C>iu SO �/ 7 QO 4 z Co 0 Lcngside(m) o d.z m Q (D 67-719 72 70 80 8A B8 92 98 100 104 109-112 1-1/16'NOM. _ Q V) O 30 +901-134 LL +901.130 4901-130 +901-126 +901-122.6 -901-119.8 +901.1181 +90/417 +94'•1158 +901-112.7 +g0r-109.9 GLASS STACK 7116°LAMINATEp .�7 Q d' 32 +90.130 +901-1251 +901-118.9 +90-114.0 +901-111.5 +901.108.1 +901.104.3 +901.102.4 +901.102 +901-101.4 +901-99.7 1- 34 +901-123.1 +90-t 164 +901-111^7 +90-t0T5 +90-003.8 +901-9.7 GLASS STACK+W-95.3 -961.92.1 +901-90-5 +1-40 +t- .B 36 +901.118 +901.1046 +901-104.8 +40-100.5 +901.96.6 +901.93.3 +l-90 +/-87-3 -/94.9 +1$2.3 +/$1.2 3118"ANNEALED GLASS SS DET ® `$N� Z taayg 38 +901-11t2 +90-104.2 +90b47-4 +901-134 +901.91.1 rt-89.2 +1$4.9 +1$1.9 +149.4 +1.76.4 +Ida.3 3116`TEMPERED GLASS 3116'ANNEALEO GLASS 40 +901.108.9 +901.99.6 +901.93.4 +90.90.1 +1-87.2 +1.84 +1-80.5 +/-7fl7 +!•73.5 +1.70.9 +199 7116-AIR rNjt Z 42 +941-103.2 +90$5.7 +401-91.2 +(97.4 +494 71.806 +7.77 71-731 +1$9.8 +1$6.9 +1$5.2 •090°SG INTERLAYER O .. 44 +901-99.7 +901.93.1 +1.89,1 +/-85.2 +/-81.4 +1•77.8 +1-74.1 +470.3 +1$7.5 +783.9 ¢ ❑ Ix a1aa5 46 +901.98.5 +90.91.3 +1$7.2 +1.832 +/-79.2 +1-754 +1-71.7 +1$81 +7$5,7 11 a z Q. 48 +901-90.5 +1-139.6 +1$5,4 +191.2 +1-77.2 +1-73.3 +1.69 5 *7.65.8 5 ,� LONG 0 � z h N r 50 +901-91.4 +487,6 +1.83.7 +1.79,4 H-75.3 +1-71.3 4$7.5 USED AT CURVED SIDE ❑ ~ FRAME MEMBERS ONLY 28 g 52 +199.4 +7.65.5 +1$1.8 +l-77.7 +1-73,5 +799.5 5/8° O w W a a N 54 +1$7,5 +1$3.4 x1.79,6 r/-76 +1-71.8 Q 11-718°O.C.MAX. GLASS BITE Lx-i. ❑ 58 +1.65.6 +1$1.4 +1-77.5 +1-73.6 1-3 UL. •osap saua5 58 +/-83.6 -1-79.4 +1-75.4 60 +1921 +l-77.8 +l-73.5 EXTERIOR I j j 88 +1772 -it-7748 C] 22 21 13 SHORT `� V iI.YNN 6T-718 +1-74.9 GLASS TYPE 7 ��..•' �10ENSF'•.,�,P NOTES: IJo.56%05 ••X 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. _ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Y U • i•�^'L�� 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. LO �- `5" � 4)THIS SHEETAPPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS, •- f t f U., (.)••, S ATE F LL/ ZONAL JA LYNN wll.ER,P.E. P.EJ 58705 TABLE 7: Window Design Pressure(+1",psQ for Glass Types 6&8 Long Side(in) 67.718 1 72 78 1 so 84 1 88 92 96 100 1 104 1 109.112 112 116 120 124 128 132 138 140 144 30 +901-130 1 +901-130 +901.130 1 +901.130 +901-13D 79W:M +901-130 +9amw +901-130 +901-130 +901-130 +901.130 ;9W-130 +901-130 +901.130 +901-130 +90f-130 +901-130 +901.130 +941`.130 32 +901.130 +901.130 +901.130 +901.130 +901.130 +901-130 +901-130 ;901-130 +9W-130 +901-130 +901430 -901-130 +901-130 +901-130 +90/-130 +901-130 +901.130 +901.130 +901.130 34 +901.}30 +901.130 +901-13D :90•S30 +90!•130 +901-130 +901-130 +901-130 +901-130 70-430 +901-130 +907-130 �+9W-3D +901.130 +9W-130 +901-130 +9W-130 PRODUCT REVISED 36 7901.130 1901.130 +901.130 +90!430 +901.130 ;901.130 +901.130 +901-130 +901.130 x901.130 +901-130 -901.130 +901.130 7901.130 +901.130 +901.130 %complying with theFiarlb 38 7901.130 +9W730 +90-130 +901.130 +901.130 +901.130 +901.130 7901.130 -901-130 +901-130 ;901-130 +9W130 +9W-129.2 +901-127.3 DuildinBCode(��a 52 .n� 40 +901.130 +90!•130 a90/-130 +90/-130 +90}•130 +901.130 +901.130 +901-130 ;901.130 +901-128.8 ;901-123.2 ;901-122 Accepl3n'xNo 2A 42 7901.130 +901.130 +901-130 +901.130 +90(•!30 ;90/-130 r9W-1 +94.129.3 790'-123.2 ;90-119.7 +90-118.4 Ex inti 1Dntej= )q .6 44 .901.130 ;901.130 ;901.130 -901.130 +901.130 +901-130 +901-130 -90'•124.5 +801-119,4 +901.115Dy 48 +901.130 +906730 +901.130 :gW13D 790/.130 +901•130 +90.126.9 +90-120.5 +901.115.3 Mi nm' 3deProduct atm 0 48 ;901.130 +901.130 -901.130 +901.130 +901.130 +90'-129.7 +901.123 +9W11-6 5 60 +901.130 +901-13D +901.130 +901-13D +901.130 +90.126.2;89.41.119. 52 +907-13D +9_130 +991-130 -901.130 +901.13D +6s.81-i23 < NO CHANGE THIS SHEET 5a .sW-13o +9or.13o .9W13o +sW-i3o +ee.W-1z7,1 DATE:07/02/15 50 +907.130 +9W-130 +WW130 ;69.41-129 or 58 +901-130 ;90.130 +9_130 60 .90.130 ;9W13D ;89.&+.129, z 82 +901.130 ;9W-130 v 64 +9_130 +9W-130 66 7907-130 OT-718 +901.130 u M Y Q NOTES: 1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT fFROM THE TF`-TG-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. CI d- O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. slog 0 c" 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WITH FIN-FRAMED WINDOWS. O� 1`V o Z0,, cm o Z U -r W (D W u a C, U LW) X a 0 LL)Z O 5 N co TABLE DIMENSIONS MAY BE Y 1`7 ©11.1 9ma ORIENTED VERTICALLY OR on O O v Z o 1-1/16'NOM. HORIZONTALLY AS SHOWN. r Z 0.Z O 771 W 7!164 LAMINATED i� GLASS STACK 7/16'LAMINATED LONG Q GLASS STACK 7_ GLASS STACK SIDE .�1 Q O in 3/16"HEAT STRENGTHENED GLASS �- LONG SIDE .090"SG INTERLAYER 3t16'TEMPERED GLASS T ys 3116'HEAT 3176"HEAT STRENGTHENED GLASS r 4'} Fn+ z W 3/1W HEAT STRENGTHENED GLASS • STRENGTHENED GLASS TRW AIR SPACE .090'SG INTERLAYER SHORT 3: fA I-- 4 11 SIDE O W Z 1`t t _.I SHORT I_ a n Of 31°3S USEDAT CURVED 5 J- -"l SIDE f"r O Z HN FRAME MEMBERS ONLY 29 518• USED AT CURVED Q3 11-718'O.C.MAX. FRAME MEMBERS ONLY 29 818' GLASS BITE @ 11.7/8'O.C-MAX. GLASS BITE -T- U LU 1-3 1.3 -- LONG SIDE -►' � LU D -a. EXTERIOREXTERIOR atI!{ '�snd seuag a 20 13 a 22 21 13 SHORT GLASS TYPE 6 GLASS TYPE 8 si�DE_ y� SIDE �0'1(1111)till, MiZ 1.J''/. _1Y No.58705 SHORT -"o �+ SIDE %r � 57AIE r •.' <a� •.'ZOR10N..'0�� 1/ONAV- A.LYNNMILLER,P.E. P.E.0 68705 EDGE 2X WOOD BUCKSTRIP --a� OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT INSTALLATION TYPE A EMBEDMENT 1X WOOD BUCKSTRIP,_ o } 114•MAX SEE NOTE 2,THIS SHEET _ EMBEDMENT I SHIM TYP.ANCHOR TYPE, SAND • EDGE PRODUCE REVISED „ EDGE DISTANCE PERR SUBSTRATE,, ascgnptyingwithtltaFlodde EDGE - SEE TABLE 8,THIS SHEET DISTANCE Building Codc DISTANCE i 5 Acceptance No ts-d ,� 114'MAX +. Bx imti nDote 1G1 1 SHIM XONS 1 tAi t udcProduct o 4 TYP.ANCHOR TYPE, __ EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, • a 11 �DATE: NEET SEE TABLE 8"THIS SHEET , USED AT CURVED 29 FRAME MEMBERS ONLYE.XTERIOR 11.7/8'O.C.MAX. +• CONCRETEICMU PER ANCHOR VISIBLE LIGHT WIDTH REQUIREMENT WINDOW BUCK WIDTH-2-314' WINDOW WINDOWBUCKWIDTH CONCRETE/CMU M Q BUCK EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR 5 HEIGHT a REQUIREMENT z: 1!4"MAX.SHIM `v O C; HORIZONTAL SECTION A-A O�, o eN TIP•TO-TIP (9 sNt � IeQ 0 � WINDOW #12 STEEL OJ m Z ELF HEIGHT VISIBLE SELF-DRILLING SMS O N J ca LIGHT (G5),SEE TABLE 8, TABLE 6: Z LL LD LL SD 5 —a p HEIGHT= THIS SHEETMIn.Edge Max O.C. 0=W to o' W j WINDOW Anchor Substrate Min.Embedment U X— BUCK Distance Spackv W z O CI 5 'eH HEIGHT- P.T.Soulhem ine(S =0.55 9/18* i-3l 12" o W m O L7 Baas 2-314" INSTALLATION 012 or#t4 410 SS Screw Aluminum,6063-T5 min. B• o. •• t 1.> p 0 .'t Z o METHOD D A36 Steel 316' 0.063• sr z n Z Steel Stud Gr.33 min. 318' 0.045" 18 Ga ' 12" v F INSTALLATION ANCHOR O UNDERNEATH CHTHE PA.Southom Flno{34=0.55) 0118' 1-318' 12' 0 BEADING #12 or#14 Sleet Screw(GS) Aluminum,6053-T5 min. 3/8• 0.063•• 12" OZ EXTERIOR A38 Steel 318• 0.063'• 12" 0 1aa4S n Steel Stud,Gr.33m1n._ - .4.,.,.318:... _0.045'p8 Ga• 12" ® Z MIAMI-DARE APPROVED MULLION 21 (SEE SEPERATE NOA),ALUMINUM, 2' O F Z 8 STEEL FRAMING OR STEEL STUD. min,2.85 ke0 2.112' 1.318' 12' Z SEE SUBSTRATE PROPERTIES, 114'Steel Ullmwn Concrete( Unomuted CMU,ASTM 400) 2.117 1.1/4' 12" o N TABLE THtS H 8, SHEET 5 - Grouted CMU ASTM 490 2-117 1.374• 12" 1!4'MAX SHIM � p (� I.- 5116* ;o� r Concrete(min.3.5 kal) 1-114' 1.314' 12' cwi W Z 5116'Steel Uttraeon Growled CMU ASTM G80 2-172' 4314• 12" X_ < R 4. `MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 11•. LL IX WOOD BUCKSTRIP, �'1aS s SEE NOTE 2,THIS SHEET CONCRETE PER 10 A( 4•1/1 EMBEDMENT • ANCHORINSTALLATION NOTES: Q.'J�,�•' �\CENSF' F',fl • .•+ y REQUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. sr' No.58705 I EDGE 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X`,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2.1X WOOD BUCKS ARE r. INSTALLATION DISTANCE TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2)("ARE 1-1l2'THICK OR GREATER. TYPE 8 AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING IS /U SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. <•,• ST lTE OF &/.z VERTICAL SECTION B-B ...... 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. S f%��r•� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. r r 111 A LYNN MILLER,P.E. P.E.#58705 EDGE 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION —OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE - NOTE 2,THIS SHEET .—.. 1X WOODBUCKSTRIP, EMBEDMENT SEE*5HEET INSTALLATION 114"MAX TYPE E c'� EMBEDMENT —� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE PRODUCTREVISED �__,�,• •'°.. SEE TABLE 9,THIS SHEETDISTANCE EDGE ?�`. 8 as complying with the Florida DISTANCE BuildingCode �q1eca� »`AcceptanceNo I5'0�77. 41/4'MAX iratiat Dnta }t�2 SHIM 4TYP.ANCHORTYPE,EMBEDMENT AND EDGENO CHANGE THIS SHEET DISTANCE pER SUBSTRATE, ¢SEE TABLE 9,THIS SHEETEXTERIOR ,_DATE:07/02!15 re USEDATCURVEDEXTERIORFRAME MEMBERS ONLY °• 4 t1-TJ8'O.C.MAX. CONCRETEICMU � S(HL£LIGHT 1MOTHu PERANCHOR WINDOW BUCK WIDTH-2-314' REQUIREMENT I WINDOW BUCK WIDTH WINDOW CONCRETEICMU U.t CO Y Q BUCK PER ANCHOR > a co 'eab HEIGHT v4'MAK.SHIM HORIZONTAL SECTION C-C REOUIREMENT 3 ar V a o0 0 N #12 STEEL C9 NOf SELF•DRILLINGSMS ON j W VISIBLE (GS),SEE TABLE 9, O O) o Z e8 r7- LIGHT LIGHT THIS SHEET TABLE 9: Z to LL S yn{�Vy Anchor Substrate Min.Edge Min.Embedment htaz O.C. U X Distance Spacing O . Pinsj 'oN BUCK P. S 6 m P ne(S =0.55) 9/ ' 378` t r z Co O HEIGHT- #12 or#14410 SS Screw Aluminum 5003.75 min. a' .083'" 1.> O`er ,� Z o 2-3r4" INSTALLATION A38 Steel 318' 0.953'• 1Y o 0 Zrn O r• TYPE H — Steel Stud Or.33 min. 318' 0.045'18 Ga 12• v Z LL O P.T.Soulbem Pine(SG=0.55 9110" 1.318' 12' O EXTERIOR 912 or#td Steel Screw(G5) Atumtnum,5083-T5 min. 318' 0,083'• 12' A36 Steel 3/8' 0.083•" 12" Steel Stud,Or.33 min. 318' 0.045" 18 Ga 12' MIAMI-BADE APPROVED MULLION Z ¢ laay$ Ungroulad CMU,(ASTM C90) 2-11YI- 114'410 SS CreteFtex Concrete(min.3.35 ke1) t' 13/d` tY 21 (SEE SEPERATE NOA),ALUMINUM, Gen0 Z Z S STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 kel 1' 1314' 12' SEE SUBSTRATE PROPERTIES, Concrete(mtn.2.85 kat) 2-112" 1318' tY 1/4'Steel Ultmcon a Z W TABLE 9,THIS SHEET Ungmuled CMU,(ASTM C-90) 2-112" 1.1/4' 12" p p� 5 �1/4'MAX SHIM Grouted Chou,ASTM C s0 2-1tY 1.3/4' 12' EqO Concrote(min.3.5 kd) 1.114" 1.314' 12" 5116 Steel UOracon Grouted GMU ASSM. 2-112• i-we 12" 0'j W ?5 t3 0.6- MIN. MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W 7X WOOD BUCKSTRIP, -flu -asap"vee SEE NOTE 2,THIS SHEET LYNjV -•. CONCRETE PER EMBEDMENT P,.• 410EN5 7zC " .. ANCHOR INSTALLATION NOTES: F p " REQUIREMENT No.59705 >'c 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. — INSTALLATION II EDGE ° 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTALTH(CKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE O y J TYPE F Y� •TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-1/2'THICK OR GREATER. l'C f I ( ti DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING Q ST TE OF SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. •AL '• , , ORIpP. VERTICAL SECTION D-D 3,FOR ATTACHMENT TO METAL•THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, �/�i/U/VAL�,r^\` 111 111 100 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP EDGE —OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION TYPE M DISTANCEN TE2,THISSHEIET INSTALLATION EMBEDMENT FOR THIS INSTALLATIO EMBEDMENT �FOR THIS INSTALLATION TYPE N ANCHORS MAY BE NO METHOD ONLY, IW MAX ANCHORS MAYBE NO EMBEDMENT I SHIM MORE THAN 0'O.C. 2X WOOD BUCKSTRIP IX WOOD BUCKSTRIP,SEE U PRODUCT REVISED 0 NOTE Z THIS SHEET as complying with the Florida OR FRAMING,SEE Rnilding Code NOTE 2,THIS SHEET A,capwnce No Li/4'MAX 3 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND piralion Dw Wig EDGE DISTANCE PER SUBSTRATE, 13Y 4 TYP.ANCHOR TYPE, SEE TABLE 11,THIS SHEET W a C I Uct 0 1 - EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET 11 SEE TABLE 11,THIS SHEET T EDGE MAE:07/02l'15 USED AT CURVED DISTANCE EXTERIOR FRAME MEMBERS ONLY \-9@ 11-71W D.C.MAX. �Rnn I EDGE DISTANCE CONCRETFJCMU 11 PERANCHOR WINDOW REQUIREMENT CONCRETE/CMU < BUCK VISIBLE LIGHT WIDTH PER ANCHOR �73_7 HEIGHT 1/4'MAX.SHIM WINDOW BUCK WIDTH-2.3W REQUIREMENT 11 EXTERIOR WINDOW BUCK WIDTH >-'1_0 -t 0 Cj 0 C's ?,- C-4 0 A 4 m VISIBLE 0>oo CD Z 'r,LIGHTINSTALLATION TYPE 0 HORIZONTAL SECTION G-G o_j Z- �1 LL SD HEFOR THIS INSTALLATION 2:tj - - — WINDOW 00 X D 6 METHOD ONLY, TABLE 11: UJ 2 0 m oN BUCK ANCHORS MAY BE NO HEIGHT- • Mtn.Edge n.Embedment Max.O.C. U.1 m 0 MORE THAN 6'O.C. Distance C)0 'r Z 2-3/4' Anchor Substrate MI (�> -y — 2! 0:z 0 �.T.Sllthlnn�Plw --O. 11-wal F LL #12 STEEL 012 or#14 410 SS Screw Aluminum 60(33:111 min. 318, RoUr• 81 — 0 SELF-DR(ULING SMS A36 Steel 318* 5:5—ew. —(r Steel Stud,Gr. SEE TABLE 10, 33 min. 318- 0.04S'(i8Ga)* (65),SEE —.0 1b, OM6� 0 '110, THIS SHEET P.T.S 9116! 1-wal a, 012 or#14 Steel Screw JGS) Aluminum318, 0.083'• 6' 6) 03 Z teras A36 Steel 318' 0.0ar 6' 21 TYP.ANCHOR TYPE, �EXXTERIOR Steel Stud,Gr.33 min. 3/6" 1 0,045'(18Gal* 61 z 6 EMBEDMENT AND EDGE Yarculed CMU,JASTM C-90) 2-1/2' 1 1-114' 12' C) 5 DISTANCE PER SUBSTRATE, 1/441D SS CreteFlex a7153S- SEE TABLE 11,THIS SHEET ID - - Concrete(min.3.35 krA) 1. I-T4" 12* MIAMI-DADE APPROVED MULLION concrete(min.2.65 kat) 1. i-X4' 12, 1/4"MAX SHIM (SEE SEDER NOA),ALUMINUM. 1/4'Steel Ultracon Concrete(min.2.65 krj) _-T-112. I-Na* 12, 0 z "rT STEEL FRAMING OR STEEL STUD. Ungmuted CMU.MTM C4D) 2.1/Z' 1-1/4' 12, 00 X z SEE SUBSTRATE PROPERTIES, Grouted CMU,JASTM C-M) 2412' 13/4* 112' LL LL INSTALLATION TABLE I 1,THIS SHEET 5716'Steel tRttacen Concrete min.3.5 kat1-114' 1314" Ir 1X WOOD SUCKSTRIP, I Grouted CMUw),(ASTM C_ 2.10 1314' 12TYPE N SEE NOTE 2,THIS SHEET MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. N1111 Ill l/' 7ON NN J EMBEDMENT INSTALLATION NOTES: 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Yr 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX-.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1412'.IX WOOD BUCKS ARE U OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS• 1-112*THICK OR GREATER. 13 Z EDGE STA 77 INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORITY HAVING DISTANCEt:Of, JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL HE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /01VAI VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NCA APPLIES TO WHOLE SYSTEM. A w$ A.LYNN MILLER,P.E. P.E.#58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCTREVISED m canplying with the Florlda Building Codo Acceptmice No 15. 5 2� ANGLEDICURVED iretiaiDate 2ot9 I ANGLEDICURVED FRAME ASSEMBLY FRAME ASSEMBLY By I 4—fth. uct Con of I 90°CORNER 90°CORNER FRAME ASSEMBLY I FRAME ASSEMBLY I I t NO CHANGE THIS SHEET m I m i o DATE:07/02/15 I I I m 10 I 10 ; m ALL CORNERS TO I v ALL CORNERS TO I I USE GASKET I USE GASKET i I // ANDIOR SEALANT AND/OR SEALANT I I co Y Q co m I /// I / � EQUAL-LEG FRAME t � a O / FLANGE FRAME V7 0 I / / O ro of EOUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR U' N cy rn , N AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS O W FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT JO J N o Z •re r SCREW BOSSES.SEALANT AT ALL CORNERS d SCREW BOSSES.SEALANT AT ALL CORNERS Z IL �u- W W uxoup 30 I�JI 30 U U X 2 $ rn H W m 0 =U W auo �> d Z Z o O 2.784• 2.784" 2.784' Z a z - p LL .094• �l tom--- .094" —►1 .094• __41 U O p o TABLE 12: .074° ,062• .074° .062' .074" .062° z JI 1.375• 1.375-1 1 Iaa45 ItB#m POT Part# Description Materiel 1.875' 1 .438" •500° .438' •�0" 438" ® ' Z p F 1 42630 Flanged Frame Alum.6063-T6 1.000•L r T mane• 0 � Z 9 .500" r--►I�-- .05O.A.— �.-- — .050°mmc T }�� .050' O Z) alu�g 2 4285 Equal-log Frame Alum.6063-75 I I 1.125° m 3 4256 Integral Fn Frame Alum.6063T6 O FLANGE FRAME O EQUAL-LEG FRAME 077• 4 4255 7/16"Laml.Glass Beacing Alum.6083 T5 #4253C,8063-T5 2 #4285,6063-T5 �— p 6 4254 I.G.Glass Beading Alum.606375 3 FIN FRAME X O as Be 4270 Installer on Faatener Corer Alum.606376 O #4256,6063-TS LL m aI)1 •osa0 sauas F 6b 4224 Installation Fastener Caner Rigid PVC .970" �—� I— 346 .I to37• Imo— NY LYNN 10 705890 Gasket(at BO°comer joints) Polyethylene IIL�y 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 .875" II p •876 13 Dow 699,GE 7700 Silicone or Equiv. u )IDS �jNo.50705 ' 20 71652K Setting Block,Mono.3116!'x 7/16"x 4" Neoprene,Duro.85+l-1 ,050' ��t)~ •050" _ >` 050 1 21 1 71704AK ISelling Block,I.G.3`16'x 1-3137'x 4" Neoprene,Duro.85+/-1 INSTALLATION 7/16"LAMI I.G.GLASS OFASTENERCOVER ' 22 WRAK718 7118"DumSeal Spacer O GLASS BEADING O BEADING r• 29 #6 x 1-114"FH SMS Stainless Steel #4255,8083-TS #4254,6063-T5 68 #4270,6063-T6 " t� '•�<Drt1DP,. 30 781PQX #8 x 1"Quad PH SMS Stainless Steel r II IIII)til` A.LYNN MILLER,P.E. P.E.k 58705