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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 - , � '� �'` �µs�yi a = � r� �..��4 �fX /,YF�"•] R9�' �` � � y t�� � Y f�j4 y ,j t.: .32 a 3 '.'3 e� o j �f.l, .a Y `i 11 Flondlar"erart I entq BCIS Home j Log In t User Registration �,Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i Links i Search s Busines ° ProfeSSinal product Approval �' .U$ER:Public User Regulation Prndcct Aonroyai Mgiiu>Product or Aoolication Search>Anolication List>Application Detail FL# ('py��y� `7 y L243-R18 k f ri.:n.^ = Application Type Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email ogy 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 I Quality Assurance Representative Address/Phone/Email CategoryWindows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL I 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 06/28/2016 Date Validated 06/29/2016 Date Pending FBC Approval Date Approved 07/03/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V... 7/28/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# 114odel,Number or Name Description I 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 FL243 E,11.C CAS; 15-0519 i6 F.pdf j 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 R3.8 Ii 15-0519.16 F.rdf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: I 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 RIS C CAC 15-0519.15.odf i 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 R18 I! 15-0519.15.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER j type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: j 243.3 JPW-220(Non-Impact) Aluminum Fixed Window i Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 RIB C CAC 16-0505.03.1)df I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/18/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R18 I! 16-0505.03.1)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 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R18 C CAC 15-0612.13.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 the Miami-Dade County Notice of Acceptance(NOA) FL243 R18 11 15-0612.13.13df 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 R18 C CAC 15-0528 27.odf 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 Count otice eee tance(NOA) FL243 R18 I! 15-0528.27.odf for product performance informat' ,anchorag tails,an nchor Verified By:Miami-Dade BCCO-CER type,size,and spacing infor ion. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.6 PW-720(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in H Z:Yes FL243 RIB C CAC 15-0528.26.odf Approved for use outside Z:Yes Quality Assurance Con "on Date Impact Resistant:Yes 02/1 Design Pressure:N/A stallation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NO FL243 RIB 11 15-0528.26.0f for product performance information,anchorage details,and anchor Verified By:Miami-Dade B R type,size,and spacing information. n Third Party: I Evaluation Reports 1 Created by Independent Third Party: I 243.7 JPW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate j Approved for use In HVHZ:Yes FL243 Rib C CAC 15-052S.26.0f 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 R18 II 15-0528.26.0f for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER I I type,size,and spacing information. Created by Independent Third Party: i 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 RIB C CAC 13-1125.04.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/11/2020 Design Pressure:N/A Installation Instructions j Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 RIS II 13-11 25.04.odf I 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 FL243 R18 C CAC. 15-0609.06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 i http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 7/28/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 RIS IT 15-0609.06 LM.Ddf I 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: 243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R18 C CAC 15-0609.07 SM.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date l Impact Resistant:Yes 04/17/2018 I# Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 RIS IT 15-0609.07 SM.Ddf 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 Parry: 243.11 PW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R18 C CAC 14-0930.24.odf 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) FL243 R18 IT 14-0930.24.Ddf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: I Evaluation Reports Created by Independent Third Party: 243.12 PW-5440(Non-Impact) - Vinyl Fixed Window used with Casement/Awning I Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes F1.243 RI.8 C CFC 15-0415.02.ndf 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 RIS IT 15-0415.02.1)df I 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 R3.8 C CAC 14-0930.25.odf 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(NCA) FL243 R18 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: i 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 R18 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 R18 II 15-0415.0t.Ddf 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::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement I Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must.provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eCtEgk Credit Card Safe I http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ35 V... 7/28/2016 i M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rales 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 descr' been desi ornp y wi 1 Florida Building Code, including the Ha ocity Hurricane Zone.- DESCRIPTION:�!_s"PW-701/720/820"Aluminum Fixed Window- APPROVAL DOCUM NT: Drawing o. - - . , 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 b t i-Dade County Product Control Section. MISSILE IMPACT ING:Large and Small Missile Impact Res' 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 land evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. / =July09 8.26 MIAMI DAt7E COUNTY ::Approval 019 f2 J�5 7 015ge 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 NOA 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 � I Manue Perez . ' Product Control Exa .er NOA No.15-0528.26 Expiration Date: Febniary 19,2019 Approval Date: July 092015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E.I 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,expiating on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlasOn (Clear and White) Glass InterIayers"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. d) 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 Per Product Control ami er NOA No. 15- 26 Expiration Date: February 19,2019 Approval Date: July 092015 E-2 GENERAL NOTES:SERIES 7201820 IMPACT-RESISTANT FIXED-WINDOW— DESIGN PRESSURE CT RATING VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO L SEE SHEETS 2-5--t-MISSILE IMPACT.RESISTANCE- COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). — 47*BUCK WIDTH 48"BUCK WIDTH 48'SUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN — 44-114"VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHTWIDTH 45-1/4"VISIBLE 45.114'VISIBLE LIGHT WIDTH LIGHTWIDTH PRODUCTIRLVISED w complying with the Florida INSTALLATIONS ABOVE 3W IN THE HVHZ,THE OUTBOARD 6' AX. F,SHEET 8 Building Code I r—I , I . I — fi*MAX. F—H.SHEET 9 2'MAk LITE(CAP)MUST TEMPERED, B SHEET6 D SHEET '- I A=p1wee No 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, I Ilmlica Date ! {q B 0 USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY T� by ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS Mi adeProduct 0a WERE SOUTHERN PINE,ASTM C110 CONCRETE MASONRYA A C C E,SHEET 11 E,SHEET8 UNITS AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE. SHEETS SHEET6 95, 1 1, SHEET7 SHEET7 G,SHEET9 UCK EET9 L- :j 06" L EDITION F UPDATE1 4)ALL WOOD BUCKS LESS THAN I-I/Z'THICK ARE TO BE H IGHT BUCK r, DATE:07/02/16 CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE —-—-—--- HEIGHT3; OPTIONAL IF UNIT IS INSTALLED DIRE07LY TO SUBSTRATE. 2 _1/4 T- 93-1/4' WOOD BUCKS DEPICTED AS 2X ARE I-.'THICK OR i MAX. I VISIBLE 12'MAX. 93-1/4' 1— i VISIBLE GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE •C. LIGHT O.C. VISIBLE 5.MAX• LIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION is THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR as, I HEIGHT ARCHITECT OF RECORD,(AOR). TIP-TO BUCK w m TIP II HEIGHT > 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL HE EIGHT BEYOND WALL DRESSING OR STUCCOUSE AN=T OF 0) 0 0 - SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 0 cq CNI CO ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION t I I 1- 0 er ANCHORS SHOULD BE SEALED.OVERALL L A cl _j M 04 0_j CD SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF -T I z U. cq-1 a INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND F,SHEET 8 U! !P LL R -j 6• 8--1 �— 12"MAX,0. D 12*MAX.O.C. - w THE SCOPE OF THESE INSTRUCTIONS. MAX. SHEET MAX. SHEET 2-MAX, H,SHEETT�9 uo x S2 6 5'MAX.O.C. VJ 2! 02 00 n eN 6)MAX.1/4-SHIMSARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP,EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION ui CO 0 0 Ohio E_ME Or > (5 Y Z Z D 0 LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION TESTED UNIT ELEVATION TESTED UNIT) jIgEED UNIT 0 SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING n:z APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE LL SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON 0 THEMFIGUR W - BY THE WINDOW. GUIDE TO SHEETS: 12" SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK -j U-1 7)DESIGN PRESSURES: GENERAL NOTES......... ...... I MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. -6 taavS A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME Z ELEVATIONS MEMBERS,SEE FIGURE 1,THIS SHEET. to TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 F- E1300, AA DESIGN PRESSURES 2-5 12'0.0. 0 z B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. WIDTH WIDTH--j F--WIDTH----i �-WIDTH 0 z W.5T PRESSURE,STRUCTURAU CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T r`�N-z-.--I T 9 00 ANALYSIS AND CLASS PER ASTM E1300. INSTALLATION,INT.FIN A...........8 Tr- 3: w PC? INSTALLATION,INT.FIN B 9 1 . CORNER ASSEMBLY..................101 Al 2 w z ;�:;2 w 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING x 0-0. EXTRUSION PROFILES 10 ti C7 TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST......................................10 MAX.`AINCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS I I ll i L0I- --,, J-IL PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: T �—WIDTH----------- F--WIDTH--j WIDTH--i WIDTH--j I THE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT ----I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS T T, \�(jtlX (!YEN Type she 0-11 T SHALL MEET THE REQUIREMENTS OF THE FLORIDA Desalpilon Oct N �E BUILDING CODE FOR CORROSION RESISTANCE. /011 M I 7JIS'Laml 216'An-.09T PVB-3116,HS) 2 ru w S2 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 2 fliff-Laml w/lu-Mb-.W(r PVB-aIle-HS) 2 x NO.56705 m 'T ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ANSVAF&PA — -1 V8 31111'HS) L 3 1-1/16*La 1.IG 13116 -7116 3 L NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN A 4 1-1116*Larm.lu(3118-T-file- 3116-HS) 3 �* -_ NDS — PVB Tj57 6 ! 16Lannt(31 u jillb-I-7110'Alf-3115"An- T F Ti 1 11 MANUAL. 5 7/16'Lang(3116"An-0911"So-aflg'An) 4 WIDTH -1 WIDTH-1 1--WIDTH-H .77C OF 7 1-1116'LaML 1 16-HS-.09(r SO-WIV HS) 4 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 .090,so.3116" 5 SERIES USES AN SO INTERLAYER.THE 720 AND 820 SERIES 8 11-1116'Laml. MAY ALSO BE REFERRED AS THE 701 SERIES. G*='KURARAY SENTRYGV'INTERLAYER'BY KURAPUAY w 0 IT AMERICA,INC. M S ww PVB INTERLAYER'BY KURARAY AMERICA,INC. x fill A.LYNN MILLER,P.E. P.E.#60705 13 TABLE 2: --Window Design Pressure(+j,psf)for Glass'type l 67.719 72 76 60 84 cn9 Side(in) - ---- --- - -- - - -'--- - - - - ---- - --- -----"- - ..---___ . 92 98 100104 109-112 7 6'LA 30 +1-80 +/-fiP *1.80 +/.p0 +/$0 +! +!•80 +/-60 +/$D +1.80 +/.80 L S STACK I 32 +1.80 +t-80 +f$0 +1.60 +1.86 +/-80 +t.8D +1.60 __H_-BD +1-80 +/-8D .090"PV8 i ERLA R 34 +1.80 +1.80 WOO 4.60 W-80 +1.80 +1.80 +l$0 +l$D «/-79.8 +1.79.4 36 +t-80 +1$D +1•BO +!•BO +/$0 +1.80 t-79.7 +1.77.2 N-75.1 +f-73.4 +1.72.2 3 T5TRENG ENEO GLASS PRODUCE REVISED 38 +680 .660 +1.80 +680 +1$0 +/•78.1 +75.2 +l-725 +1.70.3 +/•68.5 +1.69.3 311 'ANNE D GLASS` as complying EVIwith E Florida 40 +1$0 +1.80 +680 +1.79.8 +1-7T2 +t-74.3 +t- .3 +!•87.9 +685.1 +1.63.4 +1.61.6 Buildin Code d2 N•80 +1$0 +1.80 +1.77.4 +1.74.3 H.71.3 +f +1-04.7 +1.81.6 +159.8 +1.58.2 4 11 A:ceploanroNo1 -O 44 +1-80 +t$0 +1-78.9 t1-75.4 +1.721 +1.65. +1.622 +159.7 +1.57.5 U OAT CUR D imrion Date u +1.60 +1.80 H•7].2 +1.73.8 H-70.1 +/•68.8 +1.83.5 +1.60.3 +157.7 FRAME EMBERS ON.Y g 5!a" r 481 LONG SIDE By_ in +1-80 +t-79.3 +675.6 +!•ti.9 +1$6.3 +1$1.5 +1.582 ( 1.7/8.O.C, G SS BIT£ Mi i ade Product ha +1-80 +1.77.5 +1-74.1 +1.70.3 +1.66.7 +1.63 1 +1.59.7 52 +/-79.1 +1.76.0 +1-72.4 +/-68.8 +/•85.1 +1.01.5 1' T_ 54 H-774 +l-73.8 +/-70.5 +1$7.3 +1$3.6 sxoR �� NO CHANGE THIS SHEET 58 +1-75.8 140 N$6.0 +/•65.3 EXT IDR SID 1i a DATE:07102115 58 N-74.2 +670.3 .145 20 13 m 60 +1.727 -;1_a7 H$5 82 +1+1.2 +1.66.1 GLASS PE 1 r, 84 +!$9.7 N-65.5 u 86 +l3 LONG SIDE --►� 87.7!8 +1.67 LT_ NOTES: �/ co Y Q 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT Y� > a cn -m 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. I- 1 ❑ r V e oQ 0 N TABLE DIMENSIONS MAY BE 0 04 m 04 W N ORIENTED VERTICALLY OR U_j Noa z a n HORIZONTALLY AS SHOWN, 2 U- Gt'LL rp W uMap 0 UU x92 o 0 TABLE 3: 1_2 coO C= g HO Window Design Pressure(+f•,psf)for Glass Type 3 A ti p z o Lm9 Sltle(in z 0.z Qd U} V_ 87.719 72 78 60 84 88 92 98 100 104 409-tt2 1-1116'NOM. _ Tt16'LAMlNA'fE0 ..7 J O 30 +1.80 +1$0 +l$0 +680 +!$0 +I-BO +1.80 +680 +1.80 +!$0 +1.80 GLASS STACK J O;I tV GLASS STACK Q 1-- 32 +1.86 +1.80 +660 +f.80 +14mWM +/-80 +680 +1-80 +1.80 +/-80 +!$0 3116"HEAT 34 +680 +680 +f$0 +/-BO «I$0 +680 +/•BO +/•BO +/•80 +1-80 +1-80 STRENGTHENED GLASS •--+-, SHORT `' 0 `8, z j-vS 36 +/$0 */$0 +f.BO y$0 +(.80 +1.80 +1.80 +/.BO +J$0 +1.80 +!$0 3/16"TEMPERED GLASS SIDE r` Si Z 38 +680 +1$0 +1.80 +/-80 N•80 +1.80 +1$0 +1.80 +/. 79.4 +1.76.4 +1.74.3 3716'ANNEALED GLASS > t]} F 40 71$0 +660 +680 H$0 +1$0 y$0 +!•80 H467 +l-73.5 +/-70.9 +/.69 7/16"AIR SPACE ti ,09p"PVS U W z 42 +1.86 +f•90 +l•8D +1.80 +J$D +1.80 +1.77 +1.73.1 +1.89.8 +1.88.9 +1.65.2 11 INTERLAYER a Z tY E 44 +680 +660 +/.BO H.60 H$0 +/.]7.B +l-74.1 +/.70.3 +1.67,5 +663.9 0_ 48 +1.80 +/.gD +1-80 .1.4 +149.2 +t-75.4 +1-71.7 +1.68.1 al$5.1 5 LONG z naCsj 48 +680 +660 +1.60 +L90 H-77.2 H-73.3 +1$9.6 +1•85.0 Uu..�I FRAME MEMBERS ONUSED AT LY 29 518' O X IIn a s 50 +1.80 +1.84 +1-80 +l-79.4 +145.3 al-71.3 +t-67.5 SIDE U) 52 +1.80 +1.80 +1.90 +1.77.7 +1.73.5 +/.69.5 @ 11-718"O.C.MAX. GLASS BITE 0 54 +1.80 +J$0 +1.79.0 +1-76 +1.7L8 50 +1$0 1 1.60 +/47.5 +I-73.8 1-3 e,jgasaQ sauaa 58 61.60 +1.79.4 +1 55.4 -- 60 +680 +1-71.6 +1.73.5 EXTERIOR titij11 IT��rr 62 +/-80 +1.75.8 � 22 21 13 '-"I SHORT I_ - \��� O�'i LYNN 417 6666 04 +).76.8 +1.74 1 SIDE Imo'- `1"��.•'•y10ENSF-'•�F.p�i 60 +1.77.2 GLASS TYPE 3 firers +/ass No.58705 NOTES: - 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. -..O: •. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •• , � w' 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ;{�••, ST TG f �•;/` �'•.!�LORIO P.•'C��ti A.LYNN MILLER,P.E. P.E.B 68705 TABLE d: WindowDealerPressure+1•;if.Q-forGIaaaType,2&"4- - - Long Side(a) - -- - - ---�- 87-718 72 76 1 80 84 88 92 98 100 104 109-112 112 116 120 124 128 132 138 140 144 30 r/96 +1.80 7J-80 +1-80 +1.80 rl-8D r/90 +f•80 4.80 +/.80 +1-80 +ASO +1.80 +/•80 +1100 +1.80 +1.80 +1.80 32 +1.80 +/-90 7!410 +1.60 +/to +l-80 7190 7/•80 +1.80 +l•8o 4-80 +140 4-80 0.80 +1.60 r/-60 +1-80 4.80 +1-80 34 0.80 +1.80 +[-do +1.80 +1410 +1-80 1 +1.80 +1.80 +1.80 +1-80 +/•BO +I-80 +/a +1.80 +1.80 +1.80 +1-110 PRODUCT REVISED 36 4.80 +1.80 +1.80 1 +190 +1-80 +1410 +1-80 0-80 4-80 +/-80 0.80 +1-80 090 +190 +1-80 4.8D as complying wilh Oro Florida 38 +/.80 +190 0-80 1 +1-80 +1.80 71-80 +/•8o +1-80 +190 +1.80 +1.80 +1.80 +1410 +/9D Building Code 15 QJr , x1410 +1.80 +/to +1.80 +1.80 +1.80 71.80 +1410 0-80 r/.80 +/•BO Acceptance No +1410 +1-60 +1.84 +1-80 77-80 +i•B0 +!-8o rtSO +1-80 +1-80 E.pitmi IDnle J9' +1-80 44 0.80 +1.80 +1.80 +I.Go +1.80 71.80 +lm +1-80 0.80 +/-80 By +141Q +(•60 +/410 +1-60 +1-80 +1-80 +1.80 Miss DadaPrnduU nGal 46 +1.80 +190 71.80 +/•80 +1.80 0.8 +1-80 +1-80 qvr +(410 7/•8Q Woo +1.80 +190 7190 N 52 +780 09D +190 4.80 +1410 1 71.79,1 4 NO CHANGE THIS SHEET 54 +190 7190 +/•so +1410 4.78.8 a DATE:OT/02116 58 +1.80 71.80 7190 58 +190 +1.80 +/410 60 +/410 +/40 0.79.3 a" 62 +1.80 +1•80 u 84 7190 +190 ' 66 1 +Ito 1a` 87.778 71.80 Y Q NOTES: j 1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT P FROM THE TtP-TO-T(P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALLfI1MENSiON5 COMPLETELYFIT WITHIN. �'N a p Q N v� N M 0� C,�J O Z r` Z ll. (i fQD J uMo/n ❑ OU_ XS2 d __ I-ZW �O a mN 00 1-1/16'NOM. TABLE DIMENSIONS MAYBE o 7 0 9Mp 7/16'LAMINATED GLASS STACK -{���--�{ 711W LAMINATED o 0 0 Z o GLASS STACK I"- I - GLASS STACK ORIENTED VERTICALLY OR O 0 N HOR(ZONTALLYAS SHOWN. Z 0 Z I- V3 LL 3f16'HEAT STRENGTHENED GLASS LONG g .090"PVH INTERLAY 3/18'TEMPERED GLASS 3118'HEAT STRENGTHENED GLASS SIDE 3M6"NEAT 4 311 HEAT STRENGTHENED GLASS-_. STRENGTHENED G S 7/i6"AIR SPACE -,090'PVB INTERLAYER �- LONG SIDE 6/ ® z Lu IaaaS d 11 11 SHORT USED AT CURVED 5 SIDE O Z FRA E MEMBERS ONLY 2g USED AT CURVED + SHORT ¢ ❑ ataaS 0 11-71W O.C.MAX. 518' SAME MEMBERS ONLY 29 5/8' SIDE � a Z O GLASS SITE (x)11.718'O.C.MAX. GLASS BITE 1.3 1-3 ❑ C7 o? O EXTERIOR EXTERIOR LONG SIDE LL ❑ � x w ti n 20 13 a 22 21 13 �' a/Ip 'asap sauces GLASS TYPE 2 SHORr GLASS TYPE 4 SIDE sof �1pN)ILY NN J&l"' BSc:•: .• rY No,56705 -~� SHORT SIDE �- I I✓l: �). ST.TE )f !7f ltf iitllt�• A.LYNN MILLER,P.E. RE.Q58705 TABLE 5: __Window Design Pressure(+f--,psf('for Glass Type 5 Long Side(in) --- -- 7116"LAMINATED 67-718 72 1 76 80 84 88 92 g8 100 104 ,109-1/2 GLASS STACK I 30 +901-125.4 +901-120 +901.115.5 .9W-111.5 +901-108.5 +90/-106 +901-104.5 +90/-103.5 +901-1025 +901-100.7 +90'•97.9 .090'SG INTERLAYER 32 +901-116.9 +9W-1108 +901-105.3 +9W-101.8 +901-98.7 •901•95.7 +901-92.3 +90 +1. 1-90.8 r9W-90.3 +!$9.9 89 34 +901-108.9 +901.103 +901-98.8 +95-95.1 +901.91.8 +1.882 +1-84.4 41$1.5 +1.80.1 +1.79.8 +1.79.4 3116°ANNEALED GLASS 38 +go/-102.8 +9W-97.1 +901-928 +1-88.9 +1-85.5 +1$28 +1.79.7 +1.77.2 +1.75.1 +1-73.4 +1-72.2 3116"ANNEALED GLASS PRODUCT REVISED 38 +901-98.4 +901-92.2 +1.68.7 +1.87.2 +1-80.7 r1-78.1 +1.75.2 +1.725 +1-70.3 +1-68.5 +76873 m complying wish 1ho Florida 40 ;901-94.8 ;l-8872 +1$2.6 +1.79.6 +1.77.2 +1.74.3 +1.71.3 +1.67.9 +1$5.1 +1-83.4 +1.61.84 11 nuildi,%Cnde (S.'f� 42 +901-91.3 +1-84.7 +1.80.7 +/-T7.4 +I-74.3 +1-71.3 +/-68.2 +1.84.7 +181.8 +159.8 +/-58.2 USED AT CURVED Acccplmue No 44 +1.883 +1-82.4 +1.78.9 +1-75.4 +1.72.1 +188.9 +1-85.6 +1-622 •159.7 +157.5 FRAME MEMBERS ONLY 29 518" C pirali 1 UNe 15 46 +1-854 +1.80.8 +/-77.2 1 +I-73.6 +1-70.1 +188.8 +183.5 +1$0.3 1 •157.7 1 @ 11-718'O.C.MAX. GLASS BITE LONG SIDE By �8 48 +1-827 +/•79.3 +/-75.6 +I-71.9 +188.3 •/•84.9 +1-61.5 +1-5a2 - Mi Dade Pro" e 50 +1$0.9 +l-77.5 +/-74.1 +1-70.3 +188.7 +1.83.1 +159.7 1-3 _ -�- N 52 +/-79.1 +/-75.8 +/-72.4 +1$8.8 +185.1 +1-61.5 54 r/-77.4 +/-73.8 •r-70.5 +1$7.3 *183.5 EXTERIOR SS DET NO CHANGE THIS SHEET 56 +1.75.8 +/-72 +/$8.6 +1$5.3 (t-I 20 13 DATE:07/02/15 58 +1-74.2 +1-70.3 +188.8 V- m 60 +1.727 +1-88.7 +1-65 GLASS TYPE 5 p 82 +!•71.2 +/-87.1 64 +189.7 +/-65.5 �- LONG SIDE -►{ 66 +/.88.3 0: 87-7/8 1 +/$7 Y Q NOTES: SHORT 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 �- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N a o0 O N 4 )THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. Q N W 04 TABLE DIMENSIONS MAY BE , N R ORIENTED VERTICALLY OR O-1 N.--1 o Z Mo 1' HORIZONTALLY AS SHOWN. Z 0 u.. ED .1i ° 0 UU XS2 6 0 W- 02 m5 °N TABLE 6: F-W m O L7 DMO Window Design Pressure(+I-,psf)for Glass Type 7 yr Z n z g W - Long Side(in) O 67-718 72 76 80 1 84 BB 92 98 100 104 109-112 1-1/76"NOM. _ m "t 30 .901-130 +901-130 +9W-130 +901-126 +901.1228 +901-119.8 +901.118.1 +901.117 +901-1158 +9117.112.7 +9W-109.9 GLASS STACK 7116'LAMINATED Q F 32 +901-130 +901-125.1 +901-116.9 +9(Y-114.8 +901-111.5 +901-108.1 +901404.3 +901-102.4 +90/•102 +901-101.4 +90f-99.7 GLASS STACK SHORT m W )-s34 +901-123.1 +90f-116.4 +901.111.7 +901-107.5 +901-103.8 +901-99.7 +901-95.3 +90/-92.1 +901-90.5 +1-90 +/$9.8 36 +901.116 .9W-1098 +9W 9W -104.8 + -100.5 +901.96.6 +901-93.3 +/-90 +1-87.3 +/.83116'TEMPERED GLASS 4.9 +1-82.3 +/-81.2 3/18'ANNEALED GLASS SIDE ® m Z a # y F 38 4901.111.2 +9W-104.2 190/-97.9 +901-94 +901-91.1 +1-88.2 17$4.9 •!$1.9 +1-79.4 +1.76.4 +/-74.3 3/t6"ANNEALED GLASS z 40 +901•108.9 +901-99.8 +901-934 +9W-90,1 +1•87.2 +/-84 +I-8D.5 +f-767 +1-73.5 +1.70.9 0.69 1 7/16"AIR SPACE y .090'SG INTERLAYER Ij 00 W aloZig 42 +901-1D3.2 +9W-95.7 +90/-91.2 +1.87.4 +/$4 r1-806 +1-7/ +1-731 1/$9.6 +180.9 +1$5.2 ¢ Z Of 44 +901-99.7 +9003.1 +/-89.1 +I-85.2 +1.81.4 +/.77.8 •1-74.1 +/-70.3 +1$7.5 1 +1$3.9 11 O Z N N 46 +901-98.5 1 r0-91.3 +/$7.2 1 .1.83.2 +1.79.2 +1-75.4 1 +1-71.7 +1-68.1 +1.65.1 5LONG m U n oQ 01 48 +901-93.5 +1-19.6 +/.85.4 +/$1.2 •1.77.2 +/•73.3 +1.695 +/.65.8 USED AT CURVED SIDE V y 50 19111-91.4 ♦/-87.8 +/-83.7 +1-79.4 +1-75.3 •l-71.3 +1$7.5 - r FRAME MEMBERS ONLY 28 X W d d A 52 +!$9.4 +1-B5.5 +1.81.8 +1-77.7 +1.73.5 +/$9.5 (al 11-718'O.C.MAX. GLASSSS BITE LL. O 64 +1$7.5 +1.63.4 r/-79.0 +1-78 +/-71.8 1-3 a0u •°sa0 saua5 56 +/•85.6 H-81.4 1-77.5 +/-73.8 - 80 1$28 *I-77.8 +1.73.5 EXTERIOR 13 SHORT \���\tr1y II.YNN l 82 +1$0.4 +1.75.8 G] 22 21 SIDE `� `t`O•""- /<< /�i 64 +1-78.8 +/-74 ��•.• �3CENS�c•''•F.Q 66 .1-77.2 GLASS TYPE 7 67.7/8 H-74.9 '1r' 'X No.68705 NOTES: = 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. '.v '• �' - 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. '(i1 '• �'I S (1J 4)THIS SHEETAPPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. SATE F : X14 CJ'. onIA. A.L WLER,P.E. REA 58705 TABLE 7: Window Design Pressure(R.,psf)for Glass Types 9&8--- --`-- - - -- -Long Side(In) 67-718 1 72 76 80 84 88 92 98 100 104 109.1/2 1 112 116 120 1 124 128 132 136 140 144 30 +901-130 +901-130 +901-130 *901-13D +901-13D +901-130 +901-130 +901-130 +901430 +901-130 +901-130 +901.130 .901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +90!.130 32 +gOf-130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +.901.130 +901.13) +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 x901-130 PRODUCTRHVISED 34 +901-13D +901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 *901-130 +901.130 +901.130 +901-130 +901-130 38 +901.130 +901-130 +901-130 +901-130 +901-130 +90/•130 +901.130 +901-130 .901.130 +901.130 +901-130 +901-130 -+901-130 +901.130 +901-130 +901.130 sscanplyingwiWthe F1°1Wa Building Code n, 38 +901.13D +901.13D +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901.130 +901.130 .901-130 +901.130 +901.120.2 +901-127.3 Acmplancc No 16-0 528•rP 40 +904130 +901-130 .901-130 +90l-130 +901 330 +901.130 +901.130 +901.130 +901-130 +901-126.8 +901-123.2 +901.12.1 Rx imti ,Da. 19 42 +901.130 +901-130 +901-130 +901-13D +901.130 .901-130 +901.130 +90'-129.3 +90'-123.2 +90'-119.7 +901-116.4 44 +901-130 +901.130 +901-130 +901-130 +901-13D +901-130 +901-130 x90'-124.5 +901.119.4 +901.115 DY '6 48 +901-130 +901.130 +901.130 +901.130 +901-130 +901-130 +W-126.9 +901-120.5 +90•-115.3 Mieni lode Product ulml 48 +901.130 +901-130 +901.130 +901-130 +901-130 +90/-129.7 +901-123 .90'•116.5 'tn 50 +901.130 +901.130 +901-130 +901-130 +901-130 +0.126.2+69.41-119. ¢ NO CHANGE THIS SHEET C P 52 +901-130 +901-130 +gpf-130 +gp/-130 +901.130 +BBB!-123 ' m 54 +901-130 +90/-130 +901.130 +901x30 +88.81-127.1 rc DATE:07/02/75 m 58 .901-130 +901x30 +sax30 +09.41-129 58 .901-130 +901-130 +901.130 60 +901.130 +901.130 +69.61-129. 82 +901.130 +901-130 64 +901-130 .901-130 66 +901-130 c7 Y Q 87-7!8 +901x30 a U) •+ay NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O 6 o 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. N ^ e1o0 00 3)FOR ARCHITECTURAL WINDOWS,-FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. of N 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O M A w -, N p- 01_j oo Z n Z U_ 04 u- l0 W oM c C3 UU_ X- o O h Z 02 03 O C7 OMO TABLE DIMENSIONS MAY BE o YO ORIENTED VERTICALLY OR o Z d Z ZO o 1.1!16'NOM. _ HORIZONTALLY AS SHOWN. `• F- W 0- 7/16'LAMINATED GLASS STACK 7/16"LAMINATED LONG GLASS STACK GLASS STACK I� SIDE F O .090"SG INTERLAYER 3/16'TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS I LONG SIDE ® ��" Z 'N 3/16'HEAT 3116'HEAT STRENGTHENED GLASS 3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116'AIR SPACE .090•SG INTERLAYER SHORT O W Z 4 11 ` SHORT < z a1°J5 4 - t1 5 J- SIDE 0 B. B. NN USED AT CURVED USED AT CURVED p C9 I;°P FRAME MEMBERS ONLY 29k13 • 610' w 11-Tl8"O.C.MAX. FRAME MEMBERS ONLY 29 W C°3 BITE (x311-718'O.C.MAX. GLASS 817E 0 X W d 0 1-3 1-3 �- LONG SIDE -� e1111 •�seO saua5 EXTERIOR EXTERIOR SHORT �/ LONG \\\\\ji1111II/ (� 20 G] 22 21 13 SIDE ! SIDE ; \�0�1�,LYNN^,1/C� i r GLASS TYPE 6 GLASS TYPE B VIC F .-�p �.•••. No.56705 SHORT SIDE A57ATE r•IS w� =.00 ST A.LYNN MILLER.P.E. P.E.0 58705 2X WOOD BUCKSTRIP -EDGE--- -QR-FRAMING.-SEE -SEE -INSTALLATION--- INSTALLATION DISTANCE NOTE 2.THIS SHEET TYPE C INSTALLATION [!!Z7 TYPE A EMBEDMENT IX WOOD BUCKSTRIP, 114.MAX SEE NOTE 2,THIS SHEET EMBEDMENT I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED EDGE EDGE DISTANCE PER SUBSTRATE. DISTANCE somplyins,,ith the FW& DISTANCE 4 6 SEE TABLE 8.THIS SHEET Dnilding odc ts-05 •12(a Acceptance No 114*MAX - I it n 1- 19 i SHIM 1 By 4 --7— Mi I .eproduct - TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET SEE TABLE 8,THIS SHEET USED AT CURVED C,1) DATE:07/02115 29 FRAME MEMBERS ONLY EXTERIOR X Q11-7/e'O.C.MAX. CONCRETE/CMU 4 5 111 PER ANCHOR VISIBLE LIGHT WIDTH REQUIREMENT WINDOW BUCK WIDTH-2-3/4' WINDOW BUCK WIDTH WINDOW CONCRETI51CMU 52 < BUCK EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR HEIGHT REQUIREMENT Of <3 1/4'MAX.SHIM HORIZONTAL SECTION A-A 0 W 0 TIP-TO-7(P 0 WINDOW C4 c\l W HEIGHT VISIBLE 1112 STEEL 0,A A owl LIGHT SELF-DRILLING SMS C)_j Co_j CD z he n HEIGHT= (GS),SEE TABLE 8, TABLE 6: LL LL _j vm.,u U K w WINDOW THIS SHEET Min.Edge Max O'C ILL! Anchor Substrate Min.Embedment Or-) Lo 0 BUCK . Distance Spaclr*"l W— 2 co E5 =N HEIGHT- -T�50UIEGMWOISG= 9/181 1.31W 12*—1 t-w 03 C) INSTALLATION 012orOI441OSSScmw AIUMM�& CD> C5-,e (U ais0 2-314" 00W�T5 min. 3/8, 0.5w"— ir 0 z A Steel Ir METHOD D 31W .063— 2� 13:z 0 INSTALLATION ANCHOR Steel Stud,Gr.33 min. 318. 0.045'(10 Go)' 121 F_ LL _11r, 0 UNDERNEATH THE ___9Q(r llvg* 12' :5 Al io 0.063*• 121 _j z ED BEADING #12 014 Steel Screw Aluminum,6063-75 ml EXTERIOR 318, 0.083" 12' 0 A4 lan C 1,1� tS-0!5 ""'ilaacl "Irou nDle A jTE de product c' EI.C.0 IN )]Rj Fit Steel Stud,Gr.33 min. 3/8' 12" T­z Z 21 MIAMI-DADE APPROVED MULLION 410=$S CreleFlex C-90) 2 Itz 1-1/4' 12" at _j f2 (SEE SEPERATE NOA),ALUMINUM, Concrete(min,3.35 k6l) 1. 1,T4' 12. 0 �<- z STEEL FRAMING OR STEEL STUD, Concrete(min.2.85 k6iiiiiiiii 1. 12' Steel U" �j• routed 5TM rec. Concrete(min.2.85 kap 2 SEE SUBSTRATE PROPERTIES, 114"Steel Ulfrocon Un....' ...(ASTM .) 2-112' -318, ir z Z TABLE 8,THIS SHEET arouted CMU,(ASTM C_-8o) 2.117 1.1/4' 12' 0 § '-,- 114"MAX SHIM Grouted CMU,IASTM C-201 2-1/2' 13/4' 121 0 0 1--co 1-3/4- 12" LA z GroutedCMU,(ASTM 0-80) 1 1.3f4'Ur 12'_ X :5 R-R. •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. X LL IX WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET CONCRETE PER LYNNEMBEDMENT ANCHOR INSTALLATION NOTES %CEN REQUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.587`05 EDGE 2.WOOD SUCKS DEPICTED ON THIS SHEETAS*1)(-,ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.IX WOOD BUCKS ARE INSTALLATION D'STANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS2X'ARE I-I&THICK OR GREATER, TYPE B AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED By AUTHORITY HAVING SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. ST\TE 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. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. PXX 58705 2X WOOD BUCKSTRIP _ INSTALLATION INSTALLATION EDGE VN R FFRAMI- SEE - -- ----_-TYPE-G-" `— —_ _07E 2,THIS SHEET - - "`--TYPE.F - EMBEDMENT--1X WOODBUCKSTRIP,INSTALLATIEMBEDMENT SEE NOTE 2,THIS SHEET1/4"MAX TYPE EEMBEDMENT SHIMTYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE„ EDGE PRODUCTREVISED EDGE 8 SEE TABLE 9,THIS SHEET DISTANCE complying with the Florlds DISTANCE DnildingIJr'Os2$,2�'aAcccplunce No114•MAX 2 _ Union Delo )9 2 SHIM A;1Eade Product nYP.ANCHOR TYPE,MBEDMENTRNDEDGETABLE ISTANCE PER SUBSTRATE, eUSED AT CURVED •4.-. EXTERIOR - ,. DATE•07/0211 HEET 29 FRAME MEMBERS ONLY SEE TABLE 9.THIS SHEET k 11 <•'-. u NO CHANGE THIS 5 EXT 4 < •• a (�11.718°O.C.MAX. CONCRETEICMU ----� VISIBLE LIGHT WIDTH= 8 PER ANCHOR WINDOW BUCK WIDTH WINDOW REQUIREMENT 1"`�'--'— WINDOW BUCK WIDTH ` WINDOW .. CONCRETEtCMU BUCK PERANCHOR '� a HEIGHT1/4'MAX.SHIM HORIZONTAL SECTION C-C REOUIREMEPIT O #12 STEEL �' N N elerr SELF-DRILLING SMS O W ' N VISIBLE (G5),SEE TABLE 9, J p1 O n LIGHT THIS SHEET TABLE 9: O IJL -1 Z �8 T Lo LL QD W umorp �pc' HEIGHT= Min.Edge Max O.C. INDBUCW Anchor Substratepletenou Min.Embedment Spacing W U X co 5 .oN HEIGHT- P..SoN m P ne{S =0.66 CD 4 f,) 9N.0 Aluminum 600375 min. 318' ,063•` 2• 2-3r4" INSTALLATION #12or#144108SSorew O p <r Z o A38 Steel aro• 0.063'• 12" o TYPE H Steel Stud Or.33 tela 318• 0.045 1e Ge 12• ° Z o Z LL P.T.Southern Pine{SGa0.55 9118• 1-3r8• 12' O r EXTERIOR #12 or#14 Steel Screw(G5) Aluminum,6063-T5 min. 310• a,003•• 12" •-a F A36 Steel 318• 0.083•` 12• Q laays =11f Steel Stud,Or.33 min. 3/61 0.045' 18 Oa 12• ® Z Q MIAMI•DADE APPROVED MULLION 114'410 SB CreteFWUngrouted CMV,(ASTM C-90) 2-1/2' 1-1/4' 12" x � fn 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 keq 1• 1-314' 12' Z Z 6 STEEL FRAMING OR STEEL STUD. Concrete LmIn.2.85 kol t' 1.314' 12' O SEE SUBSTRATE PROPERTIES, Conerele(min.285 keD 2-112" 1.318' 12• ¢ d 0 ataas 114'Steel Ullrecon a Z W TABLE 9,THtS SHEET Ungrovted CMU,(ASTM G90) 2-112" 1-1/4' 12• O 5 1/4"MAX SHIM Grouted CMU ASTM Cr90 2-1/2 1.314 12' 0 6156•SteeS Uttraeen Concmfe(min.3.5 kol) 1.114' 1.314' 12" LU Grouted CMU ASTM C-90 2412' 13J4' 12• X C3 ti d 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ME W 1X WOOD BUCKSTRIP, attS •asap sauag SEE NOTE 2,THIS SHEET LYNN/!/r,� YO.,........ / EMBEDMENT CONCRETEPER ��\Q .•• 4tGEN$F4�<<F�r;• • ANCHOR INSTALLATION NOTES: 1 )Y •g • _. REOUIREMENi 140-58705 ••1; •' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - /^ INSTALLATION a 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2",iX WOOD BUCKS ARE p TYPE EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 7X'ARE 1.1/2"THICK OR GREATER DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ' 1-'. ST TE OF : GJ SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. C� '••FCORIOP1."- VERTICAL SECTION D-D 'f'��fUNA�C�C� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /1 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E456705 TYP.ANCHOR TYPE, _______.2XWOODRQCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING.SSE DISTANCE PER SUBSTRATE,—\ NOTE 2,THIS SHEET INSTALLATION INSTALLATION— SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE INSTALLATIONDISTANCE DISTANCE 1/4"MAX EDGE DISTANCE TYPE I SHIM 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP PRODUCT RrVISED —OR FRAMING,SEE OR FRAMING,SEE w complying%vith the Florida NOTE 2,THIS SHEET NOTE 2,THIS SHEET Building No go"M Acceptance 114.MAX TYP.ANCHOR TYPE,EMBEDMENT AND itation .10 UnIg 3 SHIM EDGE DISTANCE PER SUBSTRATE y Frodat C"tftl EMBEDMENT SEE TABLE 10,THIS SHEET 11 EMBEDMENT NOC SHEET 15 USED AT CURVED EXTERIOR 2a FRAME MEMBERS ONLY @ 11-718"O.C.MAX, 71 EXTERIOR < WINDOW 4 BUCK HEIGHT VISIBLE LIGHT WIDTH= IW MAX.SHIM WINDOW BUCK WIDTH-2-3i4' 0 U) C> WINDOW BUCK WIDTH --- (9 C14 C11 VISIBLE -4 CO M INSTALLATION HORIZONTAL SECTION E-E 0- "' j " Z -79— ZLGHT U. -U. - _j ...a GHT TYPE L z ar to Ill to W WINDOW u BUCK #10 STEEL 2 0:5 HEIGHT- LU M 0 0 onp .y. z 2-3/4' SELF-DRILLING SMS > d 0 (G5).SEE TABLE Ia, 2� 0:z LD THIS SHEET U. TABLE 10: 0 Min.Edge Max.O.C. 00 Anchor Substrate Distance 8 c(ng C.d. tq Naos !-t'y AF 2.112 x-11 T. Pi�ne(SG--O 5) 5116, 57 Y box NaW P.T.S.' a. 2-1/2"x.1311 Common Nail P. Southern Pine(SG=0 65) 3/8' 61 0 a 21 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SGoO.55) 318" 5" P z 2X WOOD BUCKSTRIP EXTERIOR P.T.Southern Pine(SG=0.55) 1/2, 5" 0 a aro OR FRAMING SEE #10 x 1"Sted Screw* 0.0931'Altumiurn,num,6083-T5 min. 5118" 5' z 5 NOTE 2,THIS SHEET 1/16'A36Steri 1 5/1181 1 51 1 0 00 U) CIS 114"MAX SHIM 0.045"(iB Ga)Steel Stud,Gr.33 5116" 1 5' T MIAMI APPROVED MULLION •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3:� (SEE SEPERATE NOA),ALUMINUM, 0. STEEL FRAMING OR STEEL STUD. i-L LL SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 10,THIS SHEET TYPE J \W11 11 // EDGE DISTANCE L tSp INSTALLATION NOTES: EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705 AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS*IX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-112".IX WOOD BUCKS ARE z: � 1. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-1/2'THICK OR GREATER. A� VERTICAL SECTION F-F APPROVED BY AUTHORITY HAVING IO D, STATr of, e JURISDICTION. A• '40P 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. I,';'ONAL e\' / , /10111 0"\ 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A.LYNN MILLER,P.E. REM 58705 2X WOOD BUCKSTRIP EDGE- -—oR FRAMING,-see- - - — ---INSTALLATION TYPE M____- __INSTALLATION____-___EMBEDMENT �— DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M 'FOR THIS INSTALLATION TYPE N �— EMBEDMENT METHOD ONLY, ' rFOR THIS INSTALLATION 1/4'MAX ANCHORS MAY . NO ETHODONLY, •MORE THAN 6'O.C. - NCHORS MAY BE NOEMBEDMENT SHIM 1X WOOD BUCKSTRIP,SEE PRODUCTRBVISBD ORE THAN 6'O.C. 1 1 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ca"P1Yin9�''D' P � JL Building Cc dc OR FRAMING,SEE R"ildicipancc No(5' NOTE 2,THIS SHEET L pirOLion Dato �)q �_1/4°MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, By S SEE TABLE 11,THIS SHEET MI a e ro ucl Control 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE ¢ DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET 11 SEE TABLE 11,THIS SHEET 3 o: DATE:07/02115 EDGE m EXTERIOR USED AT CURVED DISTANCE O EDGE z 28 FRAME MEMBERS ONLYv ®11-7/8'O.C.MAX. - ° , DISTANCE CONCRETE/CMU 11 ' PER ANCHOR c+0 y Q CONCRETE/CMU WINDOW REQUIREMENT 4 11 � a to •aaa PERANCHOR BUCKI'� VISIBLE LIGHT WIDTH= 5 REQUIREMENT D: HEIGHT 1/4'MAX.SHIM -+I {�- l� WINDOW BUCK WIDTH-2-3/4' ❑ to 0 WINDOW BUCK WIDTH EXTERIOR N N slop to o VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G 0-1 W LL g z s n Z LL W a n LIGHT =W (n ❑ HEIGHT= FOR THIS INSTALLATION W U O rG W ❑ ory WINDOW 'METHOD ONLY, TABLE 11: F-W m O 1 C5 'JN,O BUCK ANCHORS MAY BE NO Min.Edge Max.O.C. o Y HEIGHT- MORE THAN 6'O.C. Anchor Substrate Distance Min.Embedment S G no> O O OZ o 2-314' P.T.Southam Fine SGs0.55 9116' 1318• 8' Z 0.Z 1-- U. O _ Aluminum 6083.75 min. 318' 0.063-• 8' 012 STEEL 012 or 014 410 SS Screw A36 Steel 3/8' 0.083'' 8' Q rn SELF-DRILLING SMS Steel Stud Gr.33 min. 318' 0.045' 1B Ga' 8' (G5),SEE TABLE 10, P.T.Southam Pins SG=0.55 9/18' 1318' B' ® `8, taayS THIS SHEET Aluminum,6083.75 mla 3/8' O.OB3'• 6' 012 or 014 Steel Screw(G5) Z A38 Steel 3/8' 0,7( 6' O O H 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 3/8' 0.045' 18 Ga)' 8' Z EMBEDMENT AND EDGE U routed CMU ASTM G90 2-112* 1-1/4' 1Y ❑ I.-S 6 1/4'410 SS QeteFlexp Z F O O DISTANCE PER SUBSTRATE, Concrete(min.3.35 kW) 1' 1.3/4' 1Y SEE TABLE 11,THIS SHEET Concrete min.2.85 ksl 1' 1.314' 12' ❑ Z 1/4"MAX SHIM U muted CMU, ASTM G90 2-1IY n o0 5 � MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksl 2-Vr 1318' 1Y (SEE SEPERATE NOA).ALUMINUM. 114'Steel Ultrecon 1 1/4' tY m X Z a d STEEL FRAMING OR STEEL STUD. . U ATE PROPERTIES, Grouted CMU ASTM C-90 2-112' 13/4' tY LL LLL SEE SUBSTRATE THI5 SHEET 5176'Steel UUacon Concrete min.3.5 ksl 1-114' 1314' 12' atllt •asa0 sa!,as INSTALLATION Grouted CMU ASTM TABLE 1 G90 2-11Y 31a'1it TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. \\\��ONS LY�� SEE NOTE 2,THIS SHEET 4 ,...., • INSTALLATION NOTES: EMBEDMENT Pkr,5670,9 ••�c l- -- 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'.1X WOOD BUCKS ARE ''Ll <• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS ARE 1-12'THICK OR GREATER. �J. EDGE _ INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING � SiiiA��ll" �I DISTANCE JURISDICTION. %0� •.��F21U?,.•' 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. •�//��U1VAl- =�>>'a VERTICAL SECTION H-HIlllrr 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. REA 58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCT REVISED m eomplyingwidn the Florida Building Code (r,. 5 .2fo Acceplmtm No kF. N' D/CURVED ANGLED/CURVED Ex ire I I Date 2019 ASSEMBLY FRAME ASSEMBLY U Miam' ade Product Con of 90°CORNER 90°CORNER FRAME ASSEMBLY FRAME ASSEMBLY I I < NO CHANGE THIS SHEET DATE:07/02/15 10f" FLANGE t0ALL CORNERS TI ALLCORNERSTO Q USE GASKET / USE GASKET t AND/OR SEALANANDIOR SEALANT GOEQUAL-LEG FRAME LANGE FRAME ^ a0 NMITINTERIOR I MITERED FRAME WITH INTERIOR U' N N U) OC d EG FRAME I � � W - c`1ANWELDS AND EXTERIOR FRAME WELDS AME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT O LL N J o Z Mo OSCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS Z to u- m W 00 S2 In 30 H W m 0 I Z) W Dn o o> QO rn O � o �— 2.784' 2.784' •-Z tL z LL .094• ill+— .094•z.7�8.44'�--^� .Osa• —�-I I-�� ° O TABLE 12: .074' 062' .074' .052' .074' 062° JQ Z Item TT� 1.375•k 1.375•k '� U) laaVS # POT PeIt# Description Material 1.875' 438, } 500• 438, .500• 438' ® ' Z O 1 42630 Flanged Frame Alum.6063-76 1.000. r Ixiw O z 2 4285 Equal-log Frame Alum.608375 .500' �-►�� .050"00°6 �-�{� .o50"O Os ! �{}�— .050' 5 Z K 1.125' a,00g 3 4256 Integral Fin Frame Alum.6063-TB O FLANGE FRAME O EQUAL-LEG FRAME 1— 077' o IC11041 #4285,6063-T5 4 4255 7116"Leml.Glass Beading Alum.606375 #4253C,6063-T5 W n to 5 4264 I.G.Glass Beading Alum.6063-T5 3 FIN FRAME O X O a a� O #4256,6063-T5 LL ca Ba 4270 Installation Fastener Corer Alum.608375 ani •asaa sa��as 6b 4224 Installation Fastener Coyer Rigid PVC t� 10 705690 Gasket(at 90°comer joints) Polyethylene '970• I J�� COW" � pNY LYNN 11 TP247/8 Vinyl BulbWeatherslri Flex PVC,Duro.65+/-1 I `` �� y P 875 875. II u QCT,•' �ICEVS�•.�C��� 13 Dow 899,OE 7700 Silicone or Equiv. F1 T u y9 ' 20 71852K Setting Block,Mono.3/16'x 7/16!'x 4" Neoprene,Duro.85+1•1 ��� ,oso }SII •050 No.58705 050 21 71704AK Setting Block,I.G.3116'x 1-3137'x 4" Neoprene,Duro.85+!•1 INSTALLATION v 7116"LAMI I.G.GLASS =Jl 22 DURAK716 7/18"DuraSealSpacer GLASS BEADING O BEADING OFASTENER COVER p\. STATE �S 4�` 28 #8 x 1.114"FH SMS Stainless Steel 4 6a #4270,6063-T5 #4255,0083-T5 #4254,6063-T5 ..ORION..-' 30 781PQX 1#8 x Y'Quad PH SMS Stainless Steel ` ;rCONAL 0 .�. A.LYNN MILLER.P.E. P.E.9 58705 Florida Building Code Online Page 1 of 2 aw � � 'K� r�jrG 'aP` a#Amme w i� '�4 x,. �,..�'-'°�t f€t^r� "',f},. xEb y a �,�� 'yes �. � a x x r• � �ry # �- " Florida C? ��fi C� BCIS Home ) Log In ; User Registration Hot Topics , Submit Surcharge E Stats&Facts 's Publications s FBC Staff BCIS Site Map , Links jF Search Businte1sw. Pro fessiNn��) I Q0 USER: Approval USER:Public User Reg uIaton �M rrodurt Aroroval Menu>Product or Aoolication Search>A tlication 1. Appli tion Detail i. " ), '"%'' P" -^�'"".%` FL# FL261-R1 t;-3.�.:..��it.-.ws� ->:a Application Type Code Version 2014 Application Status ppro d *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com I i Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category oCertificat' Subcategory Compliance Method k or Listing I Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/25/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 7/28/2016 Florida Building Code Online Page 2 of 2 Summary of Products I FL# Model,Number or Name Description 261.1 IMullions for All Doors and Windows Aluminum/Vinyl Mullions f Limits of Use Certification Agency Certificate j Approved for use In HVHZ:Yes FL261 110 C.CAC 16-0218.03.od( I Approved for use outside HVHZ:Yes - Quality Assura nt Ex irotion Date Impact Resistant:Yes OS Design Pressure:N/A nstallation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL261 RSO ti 16-0218.03. df product performance information,and mullion clip anchorage details. e 0-CER Created'by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovricht 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe I i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 7/28/2016 M IAMDADE AHANII-DARE COUNTY PRODUCT CONTROL SECTION bEPARTh1ENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADN11NISTIUTION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy PGT Industries,Inc. ,1070 Technology Drive !North Venice,FL 34275 ISCOPE: (This NOA is being issued under the applicable rules and regulations governing the use of construction jmaterials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - IProduct 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(Ili 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 Burr' DESCRIPTION: Series" "Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUME v in r No. 000J12, titled "Impact Resistan u e Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10110/14, 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. 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 tho 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 Miaini-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##14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI•DA®U N. 1 Expiration Date: May 26,,2021 LF111j pp Page I PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-08.19.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision' B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. i B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with. marked-up drawings and installation diagram of-clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOANo.10-08.19.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5"1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. i D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. i i i manue a ez,P.E. Product Cunt of aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F'. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion- — L.M.I., approved on 02/12/15 and expiring on 05/26/16. i I I i I Manuel ,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: ^ _NON-IMPACT OR_LARGE ANO SMALL • �� >_ MISSILE IMPACT-RESISTANT PRODUCTS —FENESTRATITAILS HOWN-A PRODUCT INSTALLATION. TYPICAL APPLICATIONS IONSSHOARE SHOWN.E IN EACH TO ANY-ANCHORSUNIQUE AND SHOULD BE 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 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1x O ELEVATIONS...................................1 5 tl FIGURE I: MULLT02XWOOD........................2 0 MULTIPLE OPENING WIDTH FOR VERTICAL MALL—+1 ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS Y x (' I HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLAMULL TO TI&MASONRY.............2 o LL MULLIONS { - '� SEE DETAILS I INSCRIBED INSULOMA NOTES...................2 A�D,G,H; RECTANOl1LAF1 NOT HAVE A GAP OF MORE THAN 174•FROM THE CLIP. MULL TO MASONRY.......................3 1 SHEET52,T SHAPE MULLTO STEEL STUD...................3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.........................•.....3 m (... –QIP T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 ALTERNATATE CLIPS.....................4 O IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL MULLLATIONSPECS..........._..4 1X2X.126 MULL SPECS...............5 J 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 2X.376 MULL SPECS...............e � _ 1 INSTRUCTIONS. 1X2.75X.375MULLSPECS._.......7 M W. W SEE DETAILS II 111. 4 X 2.75 X.65 MULL SPECS-..........8 Z —)9 ATHRU G; / Y / III / 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.600 MULL SPECS........9 m O c O� I III �I \ SEE— ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL S...._.._._1 ] F- m N SHEETS 2-3 I--_ -- '— I '_—_-- I iX4 X.376 TUBE MULL SPECS_..111 ATHRU G; Q 'DJ ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN 1 X 4 X.376 T MULL SPECS........11 ~ J 1 1 III SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. X 3.156 X.266 MULL SPECS W 7 1,25 OPENING 1.26X 3.25 X.100 MULL SPECS.....13 0 Z W z d, VERT' HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....14 MULL FOR = Z W LENGTH HO 1,26 X 3.94 X.624 MULL SPECS 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 o Z SEE DETAIL E, 2 X 6 X.26 MULLS PEGS.... 17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q to C SHEET 3 1.26 X.2*5 X MULL SPECS....18 H AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30°X 3BAYY MULL SPECS 19 T9! Q � o REACTIONS. 45'X 3.26 BAY MULL SPECS.........20 Q O Z MULLION&CLIP DIMENSIONS......21.23 H Z� O FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S EXAMPLES 1 6 2..............................24 fn S o£r PRODUCTS MAY LOADING EXAMPLES......................26 W ffYY 8E OF ANY TYPE 0)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING it W `L y MUST 13E CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F', Z N in Iii BY POT.MANUFACTUREDPGT-APPROVEDFENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q Ur ¢ O O AZ 1 I Z g �'O s•0 mR' HORIZONTAL JSEA•D,G,H; 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH � � 11)QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING SHEETS 2.7 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL — LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. MULLHDRIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. LENGTH�` PENIN OTH� �__ '� 3)REFER 70 SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAR/TRAPEZOIDAL. >� OPENING – 4 FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIFT2)FROM TABLES 1A7HROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT'REVISED 1 HEIGHT L ) m complying with lire Flbdb FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING WILL N E' ( Y]' Accept HEIGHT LENGTH Y F HDRI? vEl Y. MULLION CAPACITY(LBS+T7)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN pccept1 ��•^ MULL MILL STEP 1). Pi*PL e LENGTH By TY REQUIRED(LOS.THIS VALUE REP ESENTS THE W NDLOAD TRANSFERRFROM THE SAME TABLE USED IN STEP ED TO OVE.FIND THE VALUE IN THE NEXT COLUMN ANCHOR THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOIATTAIIN THE FULL MULLIONAPACITY. MI°' bdoct Con OPENING WIDTH , 11` 7j1 SINGLE MULLION SINGLE 6 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� LYNV FOR VERTICAL WIDTH ANCHORISUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� \ON ti............ `/�! FOR VERTICAL MULL •'V1CrN$• '.'` i CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ;` 'TI( FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSfFT2)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE = ND.58705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED; N 1�1= 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION O•, TE F •2014 FLORIDA BUILDING CODE(FBC),STH EDITION M.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION IU.. CAPACITY(LBSIFT2)OBTAINED FOR THE MULLION SYSTE ' 'L� ''•.,F�OR10P: •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION C� •ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. •AISI-5100.07IS2.2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. N�1() I�gyIF1R1 E. FL P. 58705 pn n r LL DETAILA: DETAILS: MULLIONo ° MULLION TYP.ANCHOR MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIP o AND —PER SUBSTRATE, ^p U OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 1B•1613 LL (OFFSET CUP SHOWN) (STANDARD CLIP SHOWN) BYOTHERS, SEE NOTE 1, T I 1 MULLION SHEET 1. F•. I W l n I I y N d L I I I SEE SHEETS a ab I I MIN 2.7 KSI �•- ', EDGE W EITHERTHE I I I 11-20 FOR HOLE d 1 I CONCRETE OR CMU I I DISTANCE, JW STANDARD OR - n I LOCATIONS I .1 I--'+-SEE SEE TABLES _ OFFSET MULL a EDGE o ' I EDGE DISTANCE 18-168 N CUP MAV BE I DISTANCE I FORMASONRY INSTALLED BY I 11 FOR WOOD ° I I ANCHORS CD Q THIS METHOD. ° d n SCREWS °d I I SIDE VIEW � Z � to 260'MAX FOR d F- O „J q ALL MULLIONS ° EITHER THE }- . d n STANDARD OR � U d m ? n ° n d OFFSET MULL CLIP MAYBE 4 W a " EXTERIOR ° n INSTALLED BY p d n n ° THIS METHOD- j cn V Z d EDGE Q Z .- V dDISTANCE 4 a ~ d FOR Z Z Q p1 0 ° MASONRY a IZQ-' Z N � ° THE OFFSET CUPIS ANCHORS jl RECOMMEND ED FOR lA ,Fhb aO FW-FMMED fn EXTERIOR nd VANDOWs,BU7MAY W ALSO BE USED FOR H Y Y OTHER FRAME TYPES. U Z Q O O EL zmo so TYP.AN OR b ng� �pa Sw- TYP.ANCHOR —PER SUB TRATE, 8 H d�z TV.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES I8-16B SEE TAB SIB-1B8 SEE TABLES 10.168 EDGEIEND DISTANCE BUCKSTRIP SEE TABLES AND EDMEM BUCKSTRIP 1B"168 l TTACH E ENT EMBBY OTHERS, RS. AND EMBEOME , EE NOTE 1, ATTACHMENT SHEET 1. • BY OTHERS SEE NOTE 1,, , SHEET 1. , MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED SIDE VIEW ee m,plying-ilh lhn PLO" Building Code FRONT VIEW Aeceplenm X21 Ex ind on Dote INSTALLATION NOTES: By Miemi dehodud 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 I I I 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 �����,••'4LCCNSF CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE F,• FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 587 -" No. 05 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. l6 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. F�•'•, S I:OF _"_j I I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED '��•'••FLOIt10P•'•�C-��` ELCO ULTRACON OR ELCO 114"S•S.AGGREGATOR MASONRY ANCHORS. A.L%NIM.iLLEA P.E. FL P.E.N 58705 DETAIL E: — —DETAILC: _ _____ MULLION TO MULLION_____ _ _ --I—.1TG•MIN.—-- - — INTERSECTION OTES: � xx MULLION DIRECTLY ATTACHED TO <� Q MULLION (U-CLIP) $N u MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR"CROSS' log � o (STANDARD CLIP SHOWN) �� INTERSECTIONS. 4° VARIES si /Wj 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. ul I TYP.ANCHOR c N EITHER THE I I -PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 o m STANDARD OR SEE TABLES 1B-13B L S Y OFFSET MULL TOP VIEW FOR CORRESPONDING MULLION. Z CLIP MAY BE - I I I Q° EDGEDISTANCE MULLION �r INSTALLED BY 11 I 0Td6 FOR MASONRY -I---� W THIS METHOD. I VARIES J W ANCHORS I I rEXTERIOR #12 STEEL SCREWS, SELF-DRILLING OR PRE-0RILLMULLION AND USE SMS mCOOEXTERIOR d MULLION { ZJeEDGE DISTANCE THE OFFSETCUP'S0FOR MASONRY RECOMMENDED FOR // ZANCHORS ,} FIN-FRAMED LINTERSECTICN =rWINDOWS,BUTMIIY U-CLIPALSOBE USEDFOR OTHER FRAME TYPES. Q Z r TYP. CHOR '4 Q Z Z ¢ N p PERS TRATE, _ / SEE TAB 18.138 Q F Q NZ c0 LOp TYP.ANCNOR SEE SHEETS 21-27 FOR FO bar PER SUBSTRATE, HOLE CATIONS Q '❑ ❑ BUCKSTRIP 1n J AND SEE TABLES 18-138 FRONT V{EW EDGE W J ATTACHMENT DISTANCE F BY OTHERS, SEETABLES r (n EMBEDMENT SEENOTE SHEETI.t, .I 1B-13B V Z Q Q Q �• Q Y I-- DISTANCE g Z s w EDGE mO YO - { SEETABLESm� MI .7 KS'CONCRETE OR CMUCONCRETEr S1DEViEW MIN 2.7 KSI OR CMU 10.1J8 L ❑ FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: -STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR eFORSTEEL PER SUBSTRATE, �SEETABLESIB-13B 2)QUANTITY Of ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEESHEETS ® pRUDUCTREVISLD ONLY.BECAUSE TME ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TOANCHOR DIST/WCE,THE 21-23 FOR complying with Iho FTod& CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLEauFOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acttpl`3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ®4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® Mim Dodo ct 5 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE_DISTANCEELCO ULTRACON OR ELCO IW S.S.AGGREGATOR MASONRY ANCHORS. STUDS THINNER THAN SEE TABLES p�� .-•••••.FRONT VIEW GAANO COMPLIANT WITH THE FL BUILDINGODE,A 2X WOOD BACKER MUST USED. aT�;' •,�c'� ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = ' ND.5Bf05 z NOTES: LLj C'- 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD pF ANCHOR VALUES MAY BE USED. () ' 2)SEE CORRESPONDING MULLION TABLES, `� io SHEETS 5-20,FOR QUANTITY OF SCREWS. , .,L NN,ty1f FL P.E.ti 58705 DETAIL F: DETAIL G: — --- - —- -DETAIL.H:_-_- FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION - g� � (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o 0 SEE DETAILS A-E, BAYM L SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION I g E m }� O O 0 0 W O O O O O O J O O TOP VIEW SIDE VIEW i i m U o SHOWN ITHi'X4-X 125- TOP VIEW I I I Z M1° -I 1 j j TYP.ANCHOR F EXTERIOR I PER SUBSTRATE U m 1 I / SEE TABLE51500R 10B Z CID I TYP.ANCHOR I I (0 STANDARD MULLION CLIP I PER BUBSTRATE, II I I EXTERIOR too Z MODIFIED TO FR FIELD SEE TABLES 18.146 4D j Q Z •' r CONDITIONS. r' 2'X G ANGLE CLIP, Z Z Q m p 1 2 PER MULLION END,MUST BE N 1 I I I INSTALLED INSIDE OF BAY MULL. FO -MULLION CDZ iii I I 2'X5X.125- �. N I ANGLE CLIP, 2 PER MULLION ENO, Q — Z O O MUSTBEINSTI I 1 1 INSIDE OF MULALL.LE 0�'� m� . I _ I I '\—TYP.ANCHOR C5 PERSUBSTRATE, SEE TABLES 18-140 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR __0_ O EODfoG+`GNO{t `�— FRfiOUCC REVISED PESO @ m complying with the Florida Q� Building Coda ® © INTOWOOO,STEEL, AeceplmlceNo 14-021Q. ® ® ALUM,CMU OR MASONRY EDGE O ExpimtionDatc 2) DISTANCE B�r�PER M ANCHOR EDGE I -Eh}- -—® DISTANCE•-- �L\ �YY PERANCHOR NOTES FOR INSTALLATION OPTION G&H: \�� L�LYNN 1,41t O NOTES FOR INSTALLATION OPTIONS F• - -- 1)USE 2 ANGLE CLIPS PER MULLION END,CLIPS MUST BE INSERTED INSIDE OF MULLION. 1}DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28"X 2,11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE •c; I.�D, .9705 LOCATIONS. - t 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. L(I 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE J: LOCATIONS. tj)0- TL ••'`�U`� 3)THE 2X5 CLIP IS NOT SUITABLE FORTHIS APPLICATION. '��iC�,••.,FLOR10 `•' �C'1 i 4 F91#50705 TABLE 1A --- --- --- ------ - --- Mullion CapoeRy Table IbaHtr - ---- -'- ------- - - -- �x Opening Width(for veNratly-spaMrg mullions)or Opening Height(lorhorizonlAy-spaming mullions) c!-c! 601n 601n 701n 801n g01. 1001n 12014 1401. 160 in �� O F<cl-onTrepl7H-ii Reetelgutar Trep/rdeng. Rectangular TteplTdanp, Reclerngt4m Ttepmtang. Reganslar Trap7Tdur9 RaclenaWat TrOprtdwg. RoctenOner derg• Rec1.ngWar Treplltlaq. Ractengular TreplTdeng. c o; ~ 1x2X.125 Loofta Loading Loaana Loading Loading Loedrii Loading lead'Yg Loading laadr4l Loading Loading Loading loading Lauding Iuadin Y Loading Loafing noy+ Alum.Tube a L F _ & b_ L S_ S & E t_ S _ P L P AS LL Mu Ran �� � S 9L� N ^ 8 d 6 b 3 b �� d c7 8 8 8 8 8 8 d d 8 s F s� g of sf P� 0 CO 4214 111.0 408 128.6 332 93.2 408 115.6 325 79.8 408 107.8 321 69.9 408 104.1 319 a21 408 104.0 310 55.9 408 104.0 319 46.6 408 101.0 319 39.9 408 104.0 310 35.0 408 104.0 319 O W 481. 74.0 312 83.6 258 62.1 312 -T3.1 252 63.6 3f2 67.0 246 16.8 312 6]2 216 41.6 312 81.3 214 77.6 312 81.0 244 31.2 712 81.0 244 28.0 312 61,0 214 23,4 312 81.0 214 50.625 In 639 281 70A 234 63.2 281 61.6 220 45.8 261 55.7 274 39.9 281 521 222 35.5 261 60.1 220 31.0 201 40.3 219 26.8 201 49.3 219 228 281 48.3 219 20.0 281 49.3 2t9 W O O 64 In 528 247 57.5 207 429 247 49.5 202 31.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 241 30.4 103 21.0 247 38.1 103 16.5 247 38.1 193 18.4 247 38.1 193 on t7 h 7 rn e x01. 364 200 41.2 170 320 200 35A 10a 27.4 200 ]1.5 163 24.0 200 28,9 180 21.3 200 27.1 15B 18.2 2tq 26.9 157 16.0 200 26.0 150 ~ J S831. 33.1 181 35.3 165 2T.8 101 30.3 162 23.7 181 2nD 149 20.7 let 24,5 146 18.4 1B1 n.a 1H 18.0 IBI 21.7 143 2 0 Z 661. 26.e 165 30.8 1+2 24.0 les 26.1 139 20.9 165 23.1 136 16.0 165 21.0 134 721. 22.2 139 23.3 120 18,5 139 10.0 118 159 139 17.5 116 Z Te In 18.0 126 19.7 100 15.T 125 18.8 107 Q J •d' min 17.5 11e 1e.2 104 Z J '- 7 Q rn o TABLE 1B ANCHOR CAPACITYADJUSTMENTFORMULA: 1¢.. L Z 00 Anchor Ca acl Table Ibe ANCHOR CAP.,.,,,,,,,, N N �0 &amhatw 2.7k Carnrela 3.5k Corte. HolowCMLI Faed CMU PT Wood Mela1 (DP,)X >=ANCHOR CAP.,,, t a 8 MULLION CAP.,,o,,,,, Antral Typr. 3118'Elco Ul.wn 114'Elco Unreaon 5116'Eko y16'Eka l8hecw 1I4•Elco llerecon 174'96 Eko 5118'Elw 114'66 Eko Y1061ed Nl2 91ee1 U12 Sled w X AneherCllpPatteme ulYecon AggreGala U6mcan Aggreealm Scarw(G5)fierew(GS) 3erew(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edge UstameMl 1• 2.1R• 1' 2-1? ilia• 1• 2-12 t• 2-10 2• 3110' 2' 0.18' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U X Q EmDeOnpd(InT 1.314' faro' 1.314• 1-314• 7 1-114• 1414• 1-174• 1-114' 1-114• 1-W 2• fans 14W %ansa ACTUAL PRESSURE REQUIREMENT FORTHE O O 2 Ancrars®433Min.O.C.r SIe.Yd or Offset CHIP(Fig.111: 390 Es 390 Ws 4501. 11901. 1644 roc 2701. 2601. 3541. 740 I. 3741. 6641. 946 I. 341 w4421. 5801. OPENING,WHEN IT IS LOW ER THAN THE MULLION IL ZA0 A, 4 Archon®1.15-M1..O.C.I Slandad(or OEaet)CII,(Fig.2), 4BOIos 700 IDs WA WA WA WA 3a01. WA HVA NIA WA WA 6921. 685 lbs IlRbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4aneMr.®rWn.o.c7p)usArghtalesl(Fq.33 760 7601. seoms t560Im 1a9a9u 54oros Sha Op wa leo us awelm ase lm 18821. -72 m- 885Im tlzobs MULLION.IT WILLYIELDAMINIMUMANCHOR 3 $0 •��' 2 Jk. ®0.45•Min O.C.I U-CIV.huo.125'Altm.(Fig.4Z WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7t5 ars CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor I FCUp(Fig.5t 18s 0s 195 ke 225 IDs 445 Na 872 R. 1351. 140Im VIM. 370 Its 1671. 332 Ms 4731. HO ua 72f 1m Zea e,a ADDITIONAL ANCHOR OPTIONS FROM THE 2AnaDore@ 1.15•Min.O.Cl F-a .'.6 240915 3W FMA WA WA WA WA 180IDs WA WA WA WA WA 3111. 4421. 5801. 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: • • • • PRODUCTREVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying wilh the Flodilk SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' Building Code -•-� r-- AccelNarna Pio Yv'0�8'7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. r Ex imti Dafo FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. I Miami c►r merle) . • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 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 •125' \�`�\a(LYNN Q91(y�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED L f ••\>(•,1:1'ISE••' FIGURE4. FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125' I •' "Ir THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT1'X 2'X.125'MULLION _-��;• I,IO 531V5 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1. THE MATERIAL.#10 8#72 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1 r' 1 t-OF : A.LYNNI FL P.E.#58705 TABLE 2A - -- ------ -- - -----Mullion Capacilty Table Iblt/ft2 - ----- -- - ----------- -------- -- - --------- - x�� OpeningWidth(forvel6calt"panNngmUllon9)orOpeningHeight(forhollzontM-spamingmullions) C' U! 501n 601n 701. 1 801. 1 901n 100 in 1201. 1401n 1001n q Ratargula Treprdarg. RestanNar TwplTdarg. Reclalgulal Twp'Tnaip. Rectangular TwpalasgRCclarguler TOPnTnalg. Ree1a11eWar TrayTdeng. Rxtaneuler Twp7Tnano ReC(enWer TMP'TYaM. RKA.M lar TwprMeng. 1 X2X.378 Loading LwOlug Loadng Loading L.Whip LoOdrg Lowing Loadog Lowne Loed•Irg Losdb9 Leading Loading LAedn9 Loading Loading Lowiva Loading Alum.Tube x ►2gS• a $ Mgp. y0.$ §rg p �9g Mullion 41 - ,. Lg$• Xpg 'tg$. yA$ '1La�• yy§• 1�g}• iyyt 2yn• fl,^ Ly§• Ilp$ _ it�ii ltl 425 170.0 620 170.0 435 151.3 662 170.0 478 129.7 691 170.0 608 113.6 092 169.5 618 10QB 662 168,0 617 90.11 682 16611 517 757 662 1669 517 61.9 662 18A8 517 66.7 682 1889 517 y�J 481. 121.6 607 136.0 418 101.4 607 119.2 410 88.9 607 100.7 461 78.0 507 1028 399 67.8 507 98.8 387 80.8 507 89.0 396 60.7 507 88.0 398 49.4 507 97.0 396 380 607 89.0 386 S S 60.6261, 1037 458 114.8 378 884 456 Bee 371r26.7, 456 90.5 364 646 456 84.6 See 57.6 456 81.3 357 51.8 466 80.0 356 0.32 456 80.0 358 37.0 456 80.0 356 324 450 80.0 355 2 m N 541n 55.4 400 93.3 338 71.2 400 00.8 328 400 72.7 3M 53.4 400 6T,3 318 47.5 400 61.0 315 427 400 62.3 314 35.8 400 81.8 313 30.5 400 61.6 313 28.7 400 61.6 313 W C3 601. 823 321 60.0 276 51.9 324 67.5 270 324 51.2 261 SB.e 314 48.8 260 348 37A 43.9 257 31.1 324 420 255 26.0 324 g0.fi 253 222 324 4Q5 253 19.5 37A 40.6 293 (gyp 631n 53.8 294 57.4 252 44.8 294 49.2 248 297 43.6 241 33.6 294 39.0 231 20.9 294 37.1 234 tae 294 35.2 232 22.4 294 33.5 230 19.2 254 33.4 230 16.6 296 334 230 S 'S 66 In 46.8 260 49.6 230 39.0 288 424 225 268 37.5 221 29.2 266 341 218 2S.0 268 31.6 215 23.4 268 29.0 212 IRS 268 28.0 210 10.7 268 21'.7 209 14.6 268 27.7 209 �• X 721' 36,0 225 37.9 196 30.0 225 322 191 225 28.4 108 21.6 276 25.6 185 20.0 225 236 1B2 18,0 225 221 180 150 225 20.3 177 128 225 19.6 176 1L3 225 IRS 176 2 d761. 30.0 202 320 1T7 25.5 212 27.2 173 202 23.8 170 19.2 202 21.5 167 17.0 202 19.7 105 16.3 202 18.4 19! 128 2021 16.7 160 10.8 202 15.8 158 0.6 202 158 168 z 781H 28.3 191 20.8 168 TSS 182 25.1 165 20.2 191 220 162 17.7 182 187 169 157 191 18.1 157 14.2 iB2 158 156 11,6 183 152 152 10.1 182 14.4 150 9.8 192 14.2 150 Q J . ~ 7 Q N o 901. 18.6 144 16.0 128 16.4 144 16.1 126 Q Z BB In 162 127 156 113 (n 00 XO LTABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (A 6?"' o Anehof Ca ac Table Ibe ANCHOR CAP.,,,,,,,,, � X Substrate: 2.7K Cc'G010 3.51,Con.. ROM CMU Filed CMU Pf Wood Melel (DP_)X( )=ANCHOR CAP.,,, N N y MULLION CAP.,,",,,,,, 6 Arclaa TYPe YIB•Elso Uiiwcm 111'Eko Ultrttm dl0'Eko Y16'EIaw UIlwa;al 114-Ek.U9wcon 1/1'8S F11-1Gaire d16'Ein 1/6oelw.o M10SIcel 61261ee1 01281ttl < X Q O O Anchor Clip PBK9m6 UBwcon AI79'aCe1a UDecan n9lfe0alnr screw(G5)acreN(Gs) scmv(0.5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q E4pe Dlswrce 6nk 1' 2-VZ 1' 2-1? 3-118' 1' 2.172' 1- 2-1(C 7 1118• T 0.48' 0.54' 0.324 CAPACITY REQUIRED"CORRESPONDING TO AN Il Z�W sfn Embedment link 1-3N' 1,V4' 1-314' 1,Y4• r IAW 1.1/4• 1-114' 1414' 1.1N' 1-lM• r 1,91a' 1 lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anaiaon 4.75'Mh.O.C.I6lendewof Offset qlp(Fig.1): 3001bs 390 Ne 450 IM 690196 1644 be Z10 ft leo ins 3641.9 140 to, 3711tH 860.{h4 9101M 341106 4421b, 5601be OPENINGCAPACITY(FROM THE TABLE,WHEN IT IS LOWER THAN THE MULLION ✓0 8q OOF THE SELECTED o��� 4Amhors M 1.15416%.O.C,7 Eterdad(orOlbcl)Olp(Fig,2748D In 700 ma WA WA WA WA 300 Ibs WA WA WA WA WA 682 It's 665 Its 1129106 ( ) 4 Andws Q 3•Mtn.O.C.1(2)2x5 Ar,*Qips!(Fig.3). 160 We 700 me See P. 1560 V. 18%be 540[be 560 In WA 7001bs 748Ibs SWIM 1092109 682109 Des lbs 11205, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 A.M.@ OAS'b9n.O.C.!U 019.Into.125'Alam.(R9.11: WA WA WA WA WA WA WA WA R7A WA WA Ft A N/A 7 CAPACITY WHICH MAY BE USED TO QUALIFY t Anchor/F{21p{Fq.51: IBS IDs 196 Os 2251D6 445 ft 822 The 1351bs 140 Yu 1771M 3701bs 101 los 332 to. 4-- 1701bs221Ion 29D lba ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchwe 1.15'Mh.O.C.IFC11 Fig.B 240bs 35006 WA WA N!A WA 1B0Ib9 WA NIA WA WA WA 1IDs .21oo 660100. ANCHOR CAPACITY TABLE. NOTE:FORTH£OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: r•RODUCT REVISSD os conlptyirl8 with the FIMUS Code 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Hca 11j� I "DZ D SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � 1.000' �•-- Eaplfalion Dela '/ I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I By FIGURE3: I Mb nl Product 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000' 1 11 I 1 l • • • � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. �tv CI LYlJ;.� /�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ` •1\O�, .••••••.. (e ANGLE CLIP MUST BE USED IN PAIRS. L 73 5" '• L10EN,gC •••<;p 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\o.68705 - 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° 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 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "D '• If bTHE MATERIAL.d10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S, s4 F ,L(/V= LLLL��llll��JJ UU--11LLJJ i �^ '•.FLORIL)`! `) i S5'10NM' , . A.L%YNNMUE0,P.E. FL P.E.#68105 TABLE 3A ---- --Mullion Capacity Table blade) F -4444---4444------ -- - Opening Width(for vedlcelym -spahg Mullions)or Opening Height(for bod2onlety-spanning mllllons) ¢ 601. 60 in TO In 60f. W. 1001n 120 In 1401n 160 In p 7 X 2.76 X ReclenBular TwITIa g. RectengWar TiaprTdarg. Ractangular Trsp/Tiang; Reclen914er Trep7T0ang. Reclenguler TrapRdorg. R4Nan9Wsr TropRdaag. Rttlangula 4epRllelg. Rectengdlrr TrepROang. Rmtenpder Treprildang. p Loadn9 lwadno Loadng Loadng Loafing Loedpg Loadng Loading Loadng Loading Loadng Loafing Loading Loafing Loading Loading Loodn9 lwadW 6Y ,375 Alu1n. Eel Tube ... S .. '�.. •u�,. .. ,.. �C .. S E$ fi fi i 1 � � � � 0'K � s � O n g 1r! A2 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 866 170.0 Sea 170.0 992 170.0 Big 170.0 1116 170.0 621 170.0 1241) 170.0 621 146.7 1301 170.0 621 127.6 1301 170.0 621 111.6 1101 170.0 521 LU 464. 170.0 708 170.0 524 170.0 560 170.0 S84 170.1) 992 1740 630 170.0 1133 170.0 661 151.8 1138 170.0 677 135.6 1139 170.0 680 113.9 1139 170.0 680 97.8 1139 170.0 860 65.4 1139 170.0 680 T 50.625 In 170.0 747 170.0 563 170,0 BBB 170.0 631 167.5 1032 170.0 654 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 758 97.9 1032 170.0 766 83.9 ID32 170.0 756 73.4 10]2 170,0 756 � �o � 541n 170.0 797 170.0 012 161.3 907 170.0 691 136.2 907 164.7 730 120.9 907 152.6 720 107.6 907 USA 714 96.6 907 141.1 710 60.0 907 140.0 709 69.1 907 140.0 708 60.5 907 140.0 709 m O OF 60 in 141,1 735 151.5 625 117.8 735 130.5 611 100.8 135 116.0 6915 08.2 775 108,2 680 75.4 735 89.6 653 70.5 M 85.1 676 36.1 735 81.6 674 50.4 735 91.8 574 44.1 735 91.6 514 H c N 631n 121.9 660 170.0 670 101.8 688 111.6 631 67.0 868 98.9 547 76.2 866 90.1 630 81.1 BBB 0.1.9 531 60.9 660 79.6 526 50.6 660 75.8 521 43.6 866 75,0 521 36.1 888 75.6 621 j U j 66 In 106.0 607 1124 522 08.3 607 96.1 511 75.7 607 85.0 601 66.2 607 77.1 493 56.9 607 713 466 53.0 607 87.6 4B1 44.2 607 93A 479 37.9 607 62.7 474 33.1 607 62.7 474 z W EL 72 41 81.6 510 65.8 443 66.0 510 73.0 434 58.3 f0 64.3 425 51.0 610 57.9 419 45.4 510 53.3 413 40.1 510 50.0 401 SCO 610 45.0 402 292 510 44.4 389 25.5 510 44.3 380 U3 .Ady W c 7691 69.4 458 72.5 400 57.6 456 61.7 392 49.6 458 54.1M24821.5 458 46,8 '376 38.8 454 44.8 373 34.7 456 41.6 368 26.9 459 373 362 24.8 455 36.0 359 21.7 458 35.7 358 J -1 dZ 701n 04.2 435 67.0 3al 63.5 435 58.8 373 45.9 135 49.8 435 44.7 360 36.7 437 40.8 355 32.1 435 30.1 351 20.5 435 34.4 344 22.9 435 32,6 344 20.1 435 32.2 340 ~ � s- e�- 90 M 41.8 327 43,1 290 34.a 327 36.4 285 28.9 327 31.8 327 25.3 275 23.2 321 25.7 271 20.9 327 23.7 260 17.4 327 21.0 212 14.9 327 18.3 266 Q 1` Z N O 981n 31.4 287 55.4 297 257 287 29.9 262 24.6 287 26.0 2157 23.1 244 19.1 287 20.9 240 17.2 247 19.3 2]7 14A 287 18.9 232 r (h a m0 O X 1081n 24.2 227 24.7 206 202 227 20.6 201 11 17,3 227 19.0 18.0 195 W1111n 22.3 219 22.7 191 16.8215115.1 491 16,9 215 16.8 (Y N N 1201n 17.6 184 ITS 161 U X Q TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a'� Z T'0 1O Anchor Capacity Table lbs ANCHOR'CAP.,-,- 23K 9ubalwte: 233 C-Ie 35k Caw. Holm CMU Fded CMU PT V.bod Molal (DP-)X( )-ANCHORCAP.- €�m� MULLION CAP.,o,,,,, E 5116'Eko 1/4'SS Eft 5116'Elco //4'SS Eko YfO Sleel Y1291ae1 Y129tn:d Anchor Clip Patterns Anctwr Type: 3r76'Eko MBacon ill'Eko Ullmcon 3116'Elco Ullrmon 117 Elco tlgrecan U,68 Elolincon AggmOator 'll.El. /4"SS Sts S 10 ("I Screw(G5) Sare44(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(NI: 1' 2-14! I. 2-fir 3-1T 1' 2-12' 1' 2-1r2' 2' 3.110' r 0AW 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmDedmml(157 1314' 1-314' f-a4' 1.314' T 1-114' 1414' 1-114' tan' I 1-114' 1414' 2' 1716' 1315' (edea ACTUAL PRESSURE REQUIREMENT FOR THE 2Mwhae 4.75'Min.O.C.I91an0arda OYsaltlp .I: 390 PA 39010.6 450 k0' 890 lbs 1844 las 270 The 28010, 354 Iba 3b, 374SOS lb. 948lba 341 Ns 4421ba 5601baOPENING,WHEN IT lS LOWER THAN THE MULLION 4 Anchors 1.IV Min.O.C,rSlendand(or OSsel)Clip n.2): 4604'e 7001bs WA NIA WA WA ago lie WA WA WA 682 On 6851te ISMI4 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amtwrs 493'Min.O.C.1(21245 Angia CBpa!(Fg.3): 780166 700 W0' 60010.6 156010.6 18BBM 54010.8 56010.6 w0' 86010.6 189210.6 sat ms8851h6 1120444 M(1LLION.IT WILL YIELDAMINIMUM ANCHOR 2 Anchors A 0.45'Min.O.C./1147 ,Inlo.125'Alum.(Fig.4p WA WA WA WA WAWAWA WA WA WA WA HIA 715Ina CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancrar/F-Vip O'b.5T 105 ks 1951ba 225108 445156 8F'-. 13511)6 1401be 177 Ws 3321bs 473 W0' 170164 221 ID4 280156 ADDITOAANCHOR OPTIONS FROM THE 2 Ancbas 1.15'M{n.O.0/F{3 Fp,6: 74410.4 350YuWAWA WA 341165 442 ft SBO @s I ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED of complying wish Oho FlOrfrh Uuildin9 CedeO' . A.mpla vo 14016' FIGURE 1: FIGURE 2: TABLE NOTES: 6 imtion Date 20$( • • • . ---I 1.01)0' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi 1i dC M4dual Cbnfrell 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE x\001{ lYn4V�/y, FIGURE3; �� ���,.....,,,,1/( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.751)' ,��,•-'4\CENSC HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, NO.L•8705 �T ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FLLLED - - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -3775' "iE�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" r ' � . YTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT S/ f• :� • LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.375'MULLION ;�'•.FLORIDI`-,•'C�;;� THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,16-B B.S.OR 41 0 S.S. ����5 A!411 IN fsR,P.E. I- FIL #68705 TABLE 4A '- ----T MulllonCe ec lable lbefR° -- - - --- -- - - � Opanlnp Width(for SeNce*sparvirg nnUlore)or Opening Height(for hodwrta"pamtrg mulli") 501n 60 in 701n 60h 201n 100h 120 in 5/OIn 1601n Rectangular TrepTdarq. Reel C ~ 1%2,T6X "VA T4Lesdin-g Rectangular Trawrlany, rtclangular Trapfril Rectangula TrepTdany. Raclerlpular TrepRdeny RaclenBular Trap/81en9• ReolengrAer TmpRden9. Redangi0ar TraW7deng. n o• w Loeding LOadny Loadlny Loadny Loedklg Loadny Loedn9 LoOdny Loadh9 Loadri9 Loafing Loadlng LosJog l0edng Lwdlny LoaMg Loadre l0edn9 ovr v .860 Aium, LL Tube .. a p t• z: p z• p .• 'a �' x a a z• a a k x �' 3� it v v O v O u v v v u v u u u vE v Y O O u n s m Is to W 421n 170.0 620 170.0 435 170.0 714 170.0 470 1170.0 880 170.0 500 170.019721 170.0 1 518 170.01 Ilia 170.0 521 170.0 1240 170.0 521 t70.0 1488 170.0 521 158.71 1020 170.0 521 1368 1620 170.0 521 J W 481. 170.0 708 170.0 62A 170,0 851) 170.0 584 170.0 892 170.0 030 170.0 1133 170.D 601 170.0 1275 170.0 BTr 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 100.3 1417 170.0 660 _ 60.625 In 170.0 747 170.0 583 170.0 898 110.0 631 170.0 1048 170.0 664 170.0 1195 170.0 723 162.8 1286 170.0 747 1463 1286 170.0 756 121,8 1288 170.0 756 101.5 1208 170.0 758 11.4 1288 170.0 756 •-a a In 541. 110.0 797 170.0 612 170.0 VA 170.0 891 170.0 1118 170.0 754 150.7 1130 170.0 003 133.8 1130 170.0 837 120.6 1130 170.6 658 100.5 1130 170.0 681 88.1 1110 170.0 861 75.3 1130 170.0 061 BON 170.0 085 tree 701 148.5 915 162.3 701 1255 915 144,5 746 509.9 915 1323 735 97,0 015 123.0 728 67.8 915 158.5 720 73.2 915 114.4 715 62.0 015 114.4 715 54.9 015 114.4 715 J N 63 In 151.8 830 101.8 710 128.5 &70 138.8 694 1065 830 123,2 681 81,0 830 112.2 870 84.4 030 104.8 682 75.9 830 99.4 056 83.3 030 &,5 &0 54.2 Bay 84.1 849 47.4 03D 01.1 818 Z W m 514 881 132.1 757 140.0 650 110.0 757 119.8 936 81.3 757. 105.9 624 82.5 757 98,1 614 73.4 757 88.1 808 801.0 757 64.2 800 560 757 79.0 693 47.2 757 762 fist 41.3 757 76.2 591 o, w S 721. 101.7 038 106.5 552 84.6 838 91.0 510 ii`72.7 838 80.1 530 839 036 72.2 521 56.5 038 68.5 514 50.9 836 823 SOB 424 838 87.2 500 76.3 838 561 497 319 038 55.2 497 0E J J o rcZ S76 In 80.5 571 90.4 488 721 571 76.8 408 8. 71 61.4 472 64.1 571 60.6 471 48.0 $71 55.5 464 43.2 51t 55.8 459 38.0 571 47.0 451 30.0 575 41.8 447 27.0 571 44.5 MB Q 781n 80.0 542 63.4 474 60.7 542 70.6 465 57.1 542 62.1 456 50.0 542 55,7 449 44.4 542 51,0 442 40.0 542 47.6 437 33.3 542 42,9 428 28.8 542 40.6 425 25.0 S42 40.1 423 Z Q pl 901. 52.1 407 53.7 361 43,4 407 45.1 355 17.2 407 39.8 140 32.6 407 35.3 311 28.0 407 32.1 338 28.0 407 20.5 334 21.7 407 20.1 327 18.6 407 24,1 321 16.3 407 23.0 319 z N t- 991n 42.0 358 441 320 35.8 358 37.2 714 10.1 358 32.4 308 26.6 350 268 304 23.8 158 28.1 300 21.5 SR 24.0 288 17.0 356 21.0 209 15.3 358 19.2 2B/ U) X0 3 U) 1081n 30.1 283 30.8 255 25.1 283 26.8 251 21.6 263 22.5 247 18.8 203 19.9 244 10.7 203 15.0 210 15.1 283 18.5 237 r X Y 111 h 27.8 287 263 242 23.1 267 23.0 230 19,6 267. 20.8 235 17.3 267 16.3 231 15.4 287 18.5 228 1201. 22.0 229 21.3 209 10.3 710 160 205 15.7 228 162 7A2 Q x Z Q Q TABLE 413 NCHOR CAPACITY ADJUSTMENT FORMULA: "0 Q An bor Capac1tv TableObs) DP, ANCHOR CAP `-ANCHOR CAP_ Substrale: 2.1k Carkrets 3.5k Conn. HOUOW CMU F61e0CMU PT Woad Mele7 ( )X ) �--3 5116'Eko iW 89 Eko 5116-Eka 1r4'SS Dec 910 Slael 912 Steel KI25ted MULLION Anchor Clip Patterns AncMr rype: Sr1s•Eko ufyacm 114'Eko UNracm Ulbaoon Ills'Eke UlOacon 114'Eka UlOecan AVAskr Utlmcon AWeGatm Screw(O5)8aew(G5) screw(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DlsWrke M% 1' 2-I? 1° 2.12- 3AIV 5' 2.12' 1• 2.12' z• 3.116• 2• 0.49- 0.54- x.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embcdmatl Mk 1-774' t.11P 1-714' 1-7M' 7 av4• t414• t•+M• 1-v4• 1-v4• 1-va° r tats' tare' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnoMre 4.75'Min.O.C.I Standard or DFaM Glp(Ftp.f): 190 ass 3190 Iln 450 lbs ego ms 1e44 lbs 270 ms lay las 3541as 7401ba 37a 16a 664 lbsP473 3a5 nn 44z lee sea 1s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambers®1.15•Min.D.C./Standard(a Orml)Cilp(Fig.27 480 Oa 70D 0. WA WA WA WA 3801x3 WA WA WA WAset Lbs eB51 11201x5 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®3"Min.O.C./(1)2x5 Arpla Cl"/(Ftp.3): 780 ft ley ma 880 ros lsao las 1e9e le Soo lbs 5601b3 NIA leo lbs Tae lra ego lbs 6821as m (tzo lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arctgn®0.450-1.0.C.l Uaip.110.125•Alum.(Fig.4) WA WA WA WA WA WA WA WA WA WA WA WA 715 Um CAPACITY WHICH MAY BE USED TO QUALIFY I Anotkr l FCFp(Fq.5): 1B51bs 185 Rks 2251ba 4451ba e22 k4 135 RM 140lbs 1779W 370 ros 1871b4 3321ba 170 In 221 IM 2801bs ADDIT(ONAL ANCHOR OPTIONS FROM THE 2A%hws@I.15'Min.0.Q/F-1 1M.N 2401bs 3150IDS WA WA WA WA 1901ba WA WA WA WA3411bs 442 lbs 580 Yw ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. as c0n+plyin(4 vvlth 910 FIIX1011 Duild'urg Cud0.Ac"p �(p�o2.1l9•Q3 FIGURE 1: FIGURE 2: TABLE NOTES: F� I.pirs ion D. 2oz -� 1AD0' I R9pimliOn Dale , 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 7' By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I Mi>u. de P� c' `55\5 i ,111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3. �1�*�•'�,�CENSPI`��''P'�: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.750" • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ;.�.:• •'.k FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO.53705 ANGLE CLIP MUST BE USED IN PAIRS. -FILLED4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT .650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '...1 •• -( 4/ !U C 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' �rU'• S"TATE OF \W THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '���'•.•FCOFII04•••' LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76"X.650'MULLION �'1�5'��'• •••••' \�� \ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1r11nflr5 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A o Opening Width(for vertlraly-9perrllrgm orOpaFling Height(forr�4 < 5010 60 in 701n 801, 001. 1001n 120 in 1401. 1601. g Reclerlg,da TmpRdarg. Rectangular Trap(Than9. Rwtwg4a nwrdag. Raolareder Trap M.M Recla.g4a TmpRda.g. Re mpT1-O- R%tangula Trep7Tdang. Regargder TwplTA.M. RBdangelrr 1741tI We. d 1"x 3.128•'x Lowing Loadno Loadng Loading Loading Lowing 1.oadn9 Loac410 oadn9 Laedn9 Lowing Loadlrg loading lnadng leading LoadOg 0Z` u .800"Alum p F 2• F' 'a .Fc a k' .' .' r ,. .' F' �' & a .F y' ?�•' D P to �' Tube Mull s� ��. � �. $ g 3 � o u O u O v u u 4Scy u u u u v u va u S to b s� til �g 8 b. _� b- b. $� �� €� " sE $g ¢e c� Is. 5 b. U) W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 NO 170.0 982 170.0 519 170.0 1110 170.0 621 t70.0 1240 170.0 521 170.0 14(18 770,0 521 170.0 1735 I70A 521 154.4 1002 170A 521 _ 461n 170.0 708 170.0 524 170.0 BW 170.0 504 170.0 902 170.0 630 170.0 1133 170.0 eat 170.0 1275 170.0 677 170.D 1417 170.0 680 157.7 1577 170.0 680 MA 1571 170.0 660 178.2 1577 170.0 880 50.82S In 170.0 747 170.0 587 170.0 888 170,0 631 170.0 1046 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1405 170.0 758 121,5 1495 170A 758 108.3 1485 170.0 756 LU 64 in 170.0 797 170.0 e12 170,0 OW 170.0 897 17D.0 1118 170.0 764 170,0 1275 170.0 503 188.1 1401 170.0 837 148,6 1401 170.0 658 124.8 1401 770.0 881 108.8 1401 170.0 861 03.4 1401 170.0 881 m Cl)CQ C 001n 170.0 855 170.0 701 170.0 1083 170.D 707 158.5 1f1i0 170.0 576 735.7 1155 187.0 928 123.3 7158 168.5 017 111,0 1158 t49.7 010 02.6 1156 144.5 003 79.3 1156 144.5 003 ODA 1166 144.5 903 r e3 In 170.0 gag 170.0 745 159.8 1018 170.0 650 137.0 1019 155.5 880 119.8 1049 141.7 848 106.5 1049 132.0 818 95.0 1018 125,5 528 70.9 1049 110.3 620 085 1049 116.6 819 %9 1040 IND 619 z U GO In 186.8 955 170.0 788 138.0 855 154.3 604 118.1 955 133.7 755 101.2 955 121.4 776 82.8 865 112A 785 81A 055 tOeA 767 69.6 955 88.6 719 59.5 056 88,7 748 52.1 855 88.7 746 vl �� Wa J 7211 128,5 603 734.9 887 107.0 503 114.9 862 91.6 803 101.1 870[66 803 81.2 658 71.4 60] 57.9 819 812 503 7A.8 542 57.5 803 723 632 45A 503 e9.a 828 40.1 80;1 89.7 527 ` to O Z 781. 109.2 7Z1 114.1 629 01.0 721 97.0 815 75.0 721 65.1 805 721 78.5 595 807 721 70.1 586 64.5 721 85.4 670 45.6 721 59.4 568 39.0 121 k14.6273 3{.f 721 58.1 583 'Z7. ) Q 7 107.0 684 10.5.{ 590 89.1 BBI 594 557 722 884 76.4 578 881 70.4 687 58.1 864 551 42.1 861 54.7 511 38.1 684 31.6 88{ 50.8 534 Z 7• / Z Q O) o Fool, 85.8 611 07.9 456 54.8 611 57.3 NB 47.0 614 60.9 NO 514 44.8 433 38.6 514 40.5 427 320 614 37.3 421 T.4 674 33.0 472 215 514 20.e 674 28.0 403 min 64.2 452 55.7 404 45.1 452 47.0 390 30.7 452 40.9 380 452 36.1 361 30.f 152 72.8 378 27.1 152 30.3 373 .6 452 26.8 385 1BA I52 76.0 452 22.0 355 1PBIn 30.1 357 30.9 322 31.7 J57 32.7 317 27.2 357 20 312 357 25.2 3DB 21.1 1!7 22.7 703 10.0 357 20.8 209 15.8 357 18.0 203 13.6 357 11.9 357 15.0 283 LU CV III In 35.1 338 35.6 306 28.2 118 30.1 301 25.0 338 28.1 208 . 738 23.{ 202 19.5 338 20.8 285 17.5 336 10.0 284 14.6 336 16.5 278 12.5 330 11.0 338 13.8 269 r+4 W (n 12044 27.7 289 2b.2 287 23.1 280 2I.7 258 18.8 288 20.5 258 17.3 289 252 15.4 288 18.1 249 13.8 288 14.0 240 11.6 289 12.8 2I0 9.B 289 0.7 289 70.4 212 Q X Q O O Z TABLE 5B - ANCHOR CAPACITY ADJUSTMENT FORMULA: e- a AnchorCa oG Table jibs) ANCHIOOR CAP.,,o,,,, sunwale 27k torsade 3.5k Ccnc. H dr cmu FaeOCMU PT Woo. Mdal (DP„o)X( ,, )=ANCHORCAP_ 511e'EIID 114'SS Exo TO'Ek0 114,63 F)c0 aloetee[ 612 lee 612 steel MULLN CAP.,,",_, Anchor Clip Pella ms Arcnoriypa al91E1coU5ram v4'FkoOnmcon UXM- at6•ElcouSwcm va•Fkounmcon A97WIll uamcw Ago.0dor samlr(0.5)sefew(G5) sum(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR EdDe Olslarce0 11 2-1)? 1' 2412• 3.1191 1" 2-VT 1" 2-12' z mAr 1 2, 0.491 D.6a• 1 9324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedllent n 1314" 1314• 1314' 13'7 7 1-VI' 1414' 1-14" 1-v1• 1.14• 1x14' z 1-s41• tar sales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amnon®4.717•MI.O.0 ISlardal or OrW 00 Ma 11 390105 390 Its 4501.5 890 Its 1644 IDs 270 NA 280 Its 364 Um 740165 374 Ws 341 IDS 44280 to OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A •Mat O.C.1810.0044(W01w)CUP Ill NIA 30010s NIA WA WA WA WA 6521Ds aW ths 1120 ats CAPACITY(FROM THE TABLE)OF THE SELECTED d ArcMm 093'44..O.G.r(n 916 nlg1e c9ps)0Tg 3T 7 ms Tao 9n 6e01 ism gx ms 610 On 50 as NFA 7601m 7481m Bao us 1ag2los 652 IDS 653 tor. 1120110 MULLION.IT WILL YIELD A MINIMUM ANCHOR MIA WA NIA NIA NIA WA NTA WA NIA WA WA WA WA 1073 DO CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arct"I F-CUP(FIg 51 195103 195 IN 225103 445106 812108 135103 140 on 177 an 37D lbs 16710S 332103 473 ms 170153 221100 0103 ADDITIONAL ANCHO PTIONS FROM THE om 2 Ancr@ 1.15r MI.O.CI F-0 Ole 67 240 as 3m los NIA WA N/A NM ti WA WA NIA WA I WA 1 34!9)s 442 R5 560 ms ANCHOR CA TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME AN AND ANCHOR VALUES AS THESTANDARD CUP. PRODUCT RGVISED os wmplyin8 with Alm Fib" F't.000•-t Ra11dI.ecAde 218.03 FIGURE 1: FIGURE 2: TABLE NOTES: Bc irel Tann 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LO DING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 441 Dodaproducl 1111111Irl" LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125" Ff�URE 3: i 3)M LLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEE S21 ,-'�SCF•hlSf. �3 • • • • H ES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 21-23. .t:• 'lt IG RES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ••i';'/J1"T Nu.06705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FI ED _ .500" :(/L JCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE PRESSURE-TREATE KT.6FIGURE4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063-T5 AND BE A MINIMUM OF.1 � THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO EAT 1•X 3.125'X.5'MULLION ,;•.• A(OR111�r Ci (1'VF MULLION) C` \ t LEAST.125"THICK AND A30,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BE NP %��S�, ••• !C.\•�• 61 1THE MATERIAL.010 a 912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. III,FL P. .# 705 ,I, A.LYIlIN1MILLER,P.E. FL P.E.q 58705 TABLE 6A n -_ ----- 4444- - -- - - --- Mullion Capacity Table(Ibee)-- ----- -- - _--_ -- P F Opening Width(forwitcally-spenring nuilifons)or Opening Height(for harizontaty-sparding nuillions) 40:0 3t�r,1501n 601. 701n 50 in 901n 1001n 1ffi h 1401n 160 M 1Reclen9.dar Ttap,'rdang. Rectan9der Traprrdenp. Reclanpuler 7Fep7Tdeng. RacleneJer Trep7idang. Rede tertpla TrsWTdmg, Rectan0iler 7r4pRden. Rect.Wiar Tr onguler TrepRdenp. RaclargUu Tiaprtdao9. Rec I o ePnYlanO. 1114%.126 Loadng rne4n0 Loaft Lowing Laodirg Leadig Loadng Loadrg Loading Lnadrg Loading Loading I+sad'n0 Lsadne Lon4ng LoednO Loadn9 Laadn9 ^ J Alum.Tube € .. '_ £ � •€,. €,. •ii' �' >a_ ... €,. Mullion � a� 8 � & � � � � �� � �� a �� �� � N g 6 z �m o 42W 170.01 620 170.0 435 170.01 144 1170.0 478 170.0 666 110.0 505 170.0 962 110.0 610 170.0 ille 170.0 521 170.0 1740 170.0 521 170.0 1488 1 170.0 521 145.8 1489 17x.0 521 127.8 1469 170.0521 J W 481, 170.01 708 170.0 624 170.0 850 170.0 6114 170.0 092 170. 630 170.0 1133 170.0 681 170.0 1273 170.0[14 150.3 1303 170.0 BSO 130.3 1303 170.0 680 t1f.7 1303 170.0 660 97.7 1303 170.0 680 j = m 50.025 In 170.0 747 110.0 583 170.0 BOB 170.0 631 170.0 1048 170.0 884 170.0 1185 170.0 723 15&1 1235 170.0140.5 1233 170.0 756 IVA 1235 170.0 756 100.4 1233 170.0 750 87.6 1235 170.0 768 W O� (J 641n 170.0 791 1710 612 170.0 966 170.0 681 170.0 1118 170.0 761 15{.4 1150 170.0 803 137.2 1138 170.017J,6 1156 170.0 858 1029 1166 170.0 tg1 852 1155 170,0 Bet 77.2 1165 170.0 861 (p O )- Win 170.0 683 170.0 701 166.7 1042 170.0 787 1426 1042 161.1 932 125.1 1042 148.7 615 111.2 1042 136.8100.0 1042 130.2 781 03.4 1042 125,1 762 71.6 1042 125.1 702 82.6 1642 125.1 782 1-- 63 O J 631n 170.0 830 170.0 745 1512 992 183.6 018 120.8 991 144.4 799 113.4 992 131.0 782 100.8 992 121.400.7 092 114.8 738 75.6 092 MIRA 745 64.0 992 108.0 744 W.7 092 108.0 744 2 � q 68h 185.4 917 170.0 789 137.0 947 148.0 766 115.1 H 7 130.3 769 103.4 947 117.7 782 91,9 947 108.7527 947 102.2 727 69. 947 95.1 713 59.1 947 94,0 711 51.7 947 84.0 111 z z °�° 742 p e 72h 135.9 &9 1127 737 113.2 819 121.6 772 87.0 046 1016 708 844 BIB 98.4 606 753 619 68.7 B7.9 BI9 627 676 68.8 849 75.3 850 48.6 619 726 652 426 619 72.1 651 ? a4 ffi {a 76In 116.6 782 120.7 665 98.3 782 102.8 652 526 762 00.0 610 72.2 762 BO.B 620 81.2 762 74.2 67.8 762 89.2 813 411 782 62.9 602 41.3 162 69.8 607 3fi.1 162 69.4 595 ¢ CID�a 0�6z 78 h 108.8 724 1114 831 89.0 724 84.8 621 78.3 7x4 62.0 809 88.8 711 71,4 699 59.4 724 68.104.4 724 83.4 593 44.6 724 57.3 673 38.2 721 51.3 687 33.4 724 63.5 565 1.- 34-. J r 90 h 89.6 6q 71.8 453 58.0 543 60.7 474 49.7 613 620 486 43.5 $43 47.1 458 See 543 426 34.8 $43 19.5 446 29.0 643 34.9 436 24.0 543 32,1 430 21.7 543 30.7 Iffi Z :° Z B8 h 57.3 478 Ball 127 47.6 470 49.7 419 40.0 478 43.2 412 35.8 478 39,6 406 31.0 470 34.6 23.7 478 320 395 23.9 476 28.1 368 20.3 176 25.6 380 17.9 476 24.2 378 �p �106In 40.3 377 41.1 341 33.5 377 34.8 335 26.8 377 30.0 330 25.2 377 20.8 325 224 377 24.0x0.1 377 22.0 317 We 377 19.0 310 UA 377 17.1 304 � W V.III In 37.1 357 37.0 323 30.8 357 31.5 318 20.5 357 27.6 313 23.2 357 24,{ 309 20.6 357 72.0 15.6 357 20.1 301 15.4 357 VA 284 120n 20.3 306 29.8 279 24.5 308 28.1 271 21.0 306 21.7 270 18.3 306 19.2 267 18.3 SOB 17.3 U x Q O O 1N N 17.0 212 172 708 ae� Z � m TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Cc ael Table b• ANCHOR CAP.,,o,,'_ u y 0 rc� 6oMlrsle: 2.7k Corlcrelo 3.5k Caw. Fbllox CMU FB7o0 CMU PT wood Metal (Dp,)X( )=ANCHOR CAP.,,, SIS'Eko 1/4'BB Elf 5118•Elco 114'Be Elco #10 Steel M1261ed N12 Sled MULLION CAP.,q°,,,, Anchor Clip Patterns Ancwrrype. 3118'Elco UlBocon 114'Eko leaeeon Ullman 3x10'Eko UBecon 114'Elea Unrewn Ag9mGala uitracon AW,eGaia screw(G5)Saew(GS) Bien(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DLsleoaa Ont 1• 24ir t• I 2.1rr 3.16' 1' 2.112' 1• 2.11r r 3418- r 0.48• 1 0.54- 0]24• CAPACITY REQUIRED'CORRESPONDING TO AN MIN-162j, amthT 1-314• 1.314• 1.314• 1-3n• r 1-1/4' 1-14' 1.14• I-w• 1-14' 1-14• r 1318' W lade- ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclwrs®4.75 Mh.O,C.7 StandardaOflaet CSD lFq732): 38004 iso be +501. We too 1644 ma 270 ke 2501ba 354 W- 740104 374 Ito 664169 946759 341 Ibs 442lbe 56D wa OPEN ING,WHEN IT IS LOWER THAN THE MULLION 4 AnoMrs Q 2.25 We.O.C.f S1sMard(a 055e0 Cep(129.3y TDO lbs 700104 580 lbs 14101ba 052[b9 WA 560104 WA 63018- WA 880 We WA 682 Das 8851[4 1120 CAPACITY(FROM THE TABLE)OF THE SELECTED a Ambors01.15'MIn.O.C.1 Slendard(a06ae0 CUP(Fig.4). 960 to 1400161 WA WA WA WA 760159 WA WA WA WA WA 13x3 We 1770 Ib9 774o Wa MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 Amhore Q T M.O.C.1(2)at5 Angle aO I(Fig.5): 780169 780lbs BOOM 1560165 1098I4a 640 lbs 5601b4 WA 760 Ws 74B Its No Its 1992 Ibs 8821as eas ib9 11ffi Ia. CAPACITY WHICH MAY BE USED TO QUALIFY 6Arctwra SMIaO.C.1 2i5ArgbCt'pa/ .6k ntolm 1t7olbs 192016- 2310165 2944 me elolee Bb n9 wA n4ollw 112xma 132ow za3albs fo2zID9 13x7ro9 1680111 ADDITIONAL ANCHOR OPTIONS FROM THE 4Ancaa9®0.l5'IAn.O.G.l U42q,Into.125'ANm.(Fig.7k WA WA WA WA WA WA WA WA WA NIA WA WA WA NIA 1470 Nc ANCHOR CAPACITY TABLE pRODUCT Rf,VISED 2 AnOors 0225'Mat O.C/FC6p(Fig.e1 3501bs 350 We 20V We 705105 476 be WA 200 1b. WA 315 W WA 440165 wA 311 tb9 44218- S601D5 as complying with the Find& 4 Anchors®1.15'Mh O.G1 F-OIp n.91 450 IM 700 Ale WA WA WA WA 380169 WA WA WA NfA WA 60291 a851bs 1120ta 1.000' Building Code�(o-b$t$,O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -I f'-' Acceptance No�0 s Expiration Datc TABLE NOTES: By du [�wwt FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: �am1 de Fm 11`11nT-- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\\t 117 • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �' " r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. i�`1.•' \CEI�SF ••�F� 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000° TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - 1 FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. •'. N {6 .C1Qj'� • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •. s�F. r • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL I IMUM ORE-TRFTHIC YELLOW .125' %T /:CORN. SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6083-75 AND BEAMINIMUMOF.125'THICKSTEEL `.�� '••••••" \��• • • STUDS TO BEA MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK T �'�%;` In-Rjj)\l-1`\ ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910& 1'X 4'X.125' A.LYNN ER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A • n ` --- -Mulllori Capaci Table IbSIO) _ Opening Width(for verticallIf-sparving mullions)or OponIng Height(for horIzontally-sparang mWons) Go in Sol. 701n Bo hn 90 N 100 in 1201n 140 in 1601. p 1%4%.371, Reclan9der Trarrderrg. Reclanguier Tmplhlang. RvAnngular Trapiriang. Rmtwguar TrapRdmg. Recmnguler TreplTdanp. Rectenqular Trep/Tden9. ReatsWlm TreplTdeng. RecWculer TraPRdeng. Rod 4n90- TwIffionp. p Loafing Loafing Lowing Leafing L.oadk9 Lowing l.oedng LoadNB Lmdng Laedbp 'LoednB Lmdng Lowing Loednp Loed60 LoadnB Lwdnp Loafing sY AIUm.Tube Ti 8 Mullion a 6. 6 r z � O H 421. 170.0 620 170.0 435 170.0 744 170.0 {7B 170.0 688 170.0 5% 170.0 992 170.0 610 170.0 1119 170.0 521 170.0 1240 170.0 521 170.0 14Ba Use $21 170.0 1735 170.0 521 170.0 1987 170.0 521 J W 481. t70.0 706 170.0 524 170.0 650 170.0 581 170.0 802 170.0 9W 170.0 1133 170.0 681 170.0 t275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 We 170.0 1967 170.0 660 151.0 2024 170.0 680 50.04In 170.0 747 170.0 563 170.0 ae6 170.0 631 170.0 1018 170.0 681 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 170.0 1793 170.0 766 158.0 1919 170.0 756 138.6 1918 170.0 766 2 d'a U) o 541n 170.0 797 170.0 612 170.0 056 170.0 OBI 170.0 1118 170.0 751 170.0 1275 170.0 e03 170.0 1434 170.0 637 170.0 1594 170.0 656 150.9 1709 170.0 061 177.1 1799 170,0 681 120.0 1709 170.0 Sal m M 80 In 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 578 170.0 1417 170.0 014 170.0 1594 170.0 096 155.5 1619 170.0 1033 129,6 1618 170.0 1063 111.0 1819 170.0 1001 07.2 1818 170.0 1067 � �j 631n 170.0 BSD 170.0 746 170.0 1116 170.0 650 170.0 1302 170.0 910 170.0 1458 170.0 1016 156.7 1542 170.0 1076 141.0 1542 170.0 1t22 117.5 1542 166.5 116$ 100.7 1542 187.9 1167 88.1 1542 187.9 1157 j {, 661n 170.0 074 170.0 789 170.0 1189 170.0 003 170.0 1384 170.0 1002 MA 1472 170.0 1088 142.8 1412 168.0 1141 128.5 1472 155.0 1130 107.1 1472 147.0 11 DB 01.8 1172 148.0 1104 80.3 1472 146.0 1104 Rin 170.0 1063 170.0 4175 170.0 1275 170.0 1009 150.$ 1320 158.2 1101 1320 1320 149.9 1082 117.3 1320 137.1 1088 105.6 1720 125.6 1049 Sao 1320 117.0 (074 73.4 1320 Me 1013 66.0 1320 112.5 1012 2 LU IL Az 761. 110.0 1122 170.0 077 149.6 1164 159.4 1013 1253 1184 139,9 994 112.2 1164 125.7 078 99.7 1164 115.3 964 68.8 1184 107.5 952 74.8 11& 97.8 975 64.1 1184 93.1 927 56.1 1184 023 023 J U) >c 78 in 168.1 1124 170.0 957 138.4 1124 117.0 035 111.8 1124 126.6 947 503.8 1124 115.6 931 923 1124 105.5 8111 13.0 1124 GS-6 806 69,2 1124 69.0 890 69.3 1124 54.3 881 51.9 1124 83.2 078 Q J e^ r -) 901. 105.1 644 111.5 760 90.1 644 923 730 77.2 814 621 724 67.6 844 73.3 712 60.1 844 68.6 702 54.0 8M 61.1 693 45.0 611 543 67a 38.6 544 50.0 665 33.5 8K 47.7 662 2 Q N O Q to Z co 9g In 89.1 742 91.5 963 74.2 742 77.2 SS2 018 742 67.2 641 55.7 742 59.6 631 49.6 742 54.1 622 44.5 742 48.6 614 37.1 712 4J.8 600 J1.8 712 J9.a 680 27.1 712 37.3 654 U) to 1081n 62.6 505 63.8 630 62.1 568 53.8 521 44.7 588 48.5 513 39.1 508 41.4 505 74.8 6a5 37.3 490 31.3 506 34.2 492 28.1 586 29.6 481 22.3 586 28.6 472 19.6 558 24.7 466 1111n 67.41 555 - 0W 18.0 655 49.6 495 41.2 655 42.0 /B7 36.0 655 38,0 180 J2.0 655 312 47J x41.1 656 31.3 487 24.0 655 27.1 457 20.6 555 21.3 448 15.0 599 22.4 111 W X 1201n 45,6 475 46.4 433 3&0 175 39.0 420 32.6 475 33.7 120 28.6 175 28.8 414 26.3 475 28.6 4119 228 473 24.5 404 18.0 476 21.1 795 16.3 176 167 307 11.3 476 17.2 101 144 In 26.4 330 28.7 305 12.0 330 224 301 141.8 130 10.7 287 163 330 17.0 283 Q ` a Z TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: O AnchorC acl Table Ibe § , O BuWlmle: 2.7x Corcrele 3.5k Conc. Hdlaw u Fdlad CMU VT Wood Metal (DF„)X(ANCHOR CAP.,,,,,,,,)=ANCHOR CAP.",. 5110Elo 111'SS Ek.5118'Elco 114•BS Elco 010 911¢1 �#U�Steel #1261edMULLIONCA ,AnchorCllpPaheme Anchorlype: 3/16'EkoUlbacun 1/4'ElooUemeon Y16EkoUllmcon 114•Ek.Ulbaconulumon AppreGala Ullmcon Agare0EIor screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DCIlnce(in), r 2-Ur 1. zn2' 3-ve• 1' 2-Irr 1• z-t7r x• 3•va• 2• 0.45• CAPACITY REQUIRED•CORRESPONDING TO AN Embedment Mk 1.314• tall• 1-314• I-7/4' r 1.114• 1-iA• 1-11c 1.114' 1.114' .1.114• z Pala' tACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom®4.75'Min.O.C.I Stalldmd m Oftel CUp(Fig.162r 390 lbs 390 P. 450 ths Bell lbs 1644 IDs 210 ms 28011,6 354 lbs 740 lbs 374106 Bea 1M 946 Ne 341 lb. 4421be 56010.1 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom®2.25 Min.O.C.I standard(orOlket)Cffp(Fig.3} 700 999 700lhs 580 Bra 1410 too 952 lbs WA 500 AM WA 630 me WA 880 lb, WA 662 lbs 885 lbs 1120 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 AmWm 191.W Min.O.C.I Slendnd(or O6sa)Clip(Fq.4]r960 lbs 1400 lb. WA WA WA WA 760 No WA WA WA WA WA 13839,9 177oros 2240 Wa MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchora Q W Min.O.C.I R)2x5 Anpk asps I(Fig.5Y.1 78011,9 70011,9 eao Ihs 15601bs 1890 nA 540 m9 560 No WA 760169 748 lbs e80lbs 189211,1 682 lbt 585 IM 1720 Ws CAPACITY WHICH MAY BE USED TO QUALIFY B Amhws C 7Min.O.C.1(2)245 Argta aWs I(Fq.6): 1170169 117 lbs 10201bs T3/Olbs 2B4d IAT 810ms 8401bs WA 1140%1 1122100 132D It. 2838Ibe 102211,1 1327109 1680 Ibe ADDITIONAL ANCHOR OPTIONS FROM THE 4 A2chas®0.45•Min.O.0 I UWA k10.125•Ab..(Fig.7L WA WA WA WA WA WA WA WA WA WA 0I WA WA N/A 113011,1 ANCHOR CAPACITY TABLE 2 Archam 41122Y Min.QCJ F-alp ffq�BJ 350th J50 ha 280 Ne 70.5169 478 Ios WA 28011,9 WA 315 A9 WA 44011,9 WA 341 169 442101 580•s PRODUCT REVISED 9w 4 Archon®1.15'Mb.O.C./F-019(Fig.Bt 430lb3 70016 WA WA WA WA 380 lbs NIA NIA WA WA WA 682 Ra BBS Ibc 1120•o BDIId'c.rnPIyC a"dl Ytc FIo41rL NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•'� 1.062• f-- -'j 1.000' �-•-- Acoep�anca Ne 16-d)va•1,3 B pin" Date /jp2J TABLE NOTES: BY FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION hlieai do Pm&ct • • • • • • • • • • P-1.0 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 41 I I I I I+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 4 000• 4.000" ••• r r/` SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS NU.50-I0� SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. s FIGURE 5: FIGURE6: FIGURE7: - n� D' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _`,'•,(j0.• I( t, • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ,121;- PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' ,375" 375' iC� lUit.t?, • • THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 LEAST.125'THICK AND 036.ALL ANCHORS �" ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1•X 4 X.37 t'X 4 X.375' A.LYNNIMILL�A,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 a --- - 4444- p�f' ..------ ------ 4444 -- -MulllonCapacity Table IbalFtc4444- - - - 4444 --- --- - -- --- --- 4444- 4444 - -- �� F Opening Ndth(for vertIcally-spanning mullions)or Opening Height(for hortzorgel"panning mulkons) 50 In BO in TD In 8010 OO In 1001n 1201n f 10 h 160 In a1.2&'26"x Rectangular 71spiTrIM. Radeng ler Tmpl rtil. Reclanguler Trep7rdm8- Rectengufer TrepllMng. Restengular TmpRdarg. Net. Rectsead. TrapIrdang. R. aroular Mapntlang. 3,188"X Leading LoaGmg Loading Laamng Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading leading Loading sZ, .266"Alum e o a a di•� �B� to a hhYNTube Mull I^ Lae s m. W 421n 170.0 620 170.0 435 170,0 744 170.0 478 170.0 a8a 170.0 SM 170.0 982 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1458 17QO 521 170.0 1735 170.0 521 151.9 1769 470.0 521 O 48 In 170.0 706 170.0 524 170.0 650 170.0 5M 170.0 992 170.0 630 170,0 11]3 170.0 681 1170.0 1275 170.0 671 170.0 1417 170.0 680 154.5 1649 170.0 680 M7 1548 1760 660 116.1 1545 170.0 660 50.6151n 170.0 747 170.0 683 170.0 898 170.0 631 170.0 1016 170.0 684 170.0 1185 170.0 723 170.0 1315 170.0 7{7 167.0 1488 170.0 768 139,2 1468 170.0 758 119.3 1168 170.0 758 104.4 1468 170.0 756 L1J p a 0 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 164 170.0 1276 170.0 603 163.1 1376 170.0 831 118.8 1378 170.0 856 122.3 1376 110.0 eat 104.6 1376 170.0 861 91.7 1376 170.0 661 m w C, 60 In 17QO 885 170.0 701 170.0 1003 170.0 797 1589 1168 170.0 678 130.0 1156 187,4 930 123.6 1158 158.8 919 111.2 1168 150.0 912 82.7 1158 144.8 005 79.4 1156 144.6 905 69.5 115a 144.8 905 Lij J 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 682 120,1 1051 1420 840 106.7 1051 132.3 037 90.1 1051 125.7 830 80.1 4051 119.5 872 66.6 1051 119.1 621 60.0 1051 119,1 02t IL 8 5 In187.1 957 170.0 Tae 139.3 057 151.6 ODS 119.4 957 134.0 700 104.4 951 IVA 777 92.6 957 112.6 767 63.6 957 108,6 759 69.6 957 100.0 750 50.7 957 99.9 748 52.2 951 98.9 745 Z J z m � J C125.7 004 135.2 698 107.3 ON 116.2 684 01.9 904 101.3 671 80.4 604 01.4 660 71.5 504 64.1 650 64.4 804 7QB 043 53.6 604 72.3 e33 46.0 SO4 89.9 829 40.2 801 69.6 628 `2 �g nzW '9109.4 722 114.4 630 91.2 772 97.2 618 [47.1 722 05.3 806 68A 722 76.7 696 60.5 722 70.3 568 54.7 772 65.5 560 45.6 722 59,6 570 39.1 722 56.7 665 34.2 722 58.2 564 J u 8Z 1n 101.2 685 105.6 600 64.4 685 89.6 588 685 78.5 577 63.3 685 70.5 568 56.2 665 64.5 580 50.6 985 60.1 553 422 605 54.3 543 38.2 085 51.4 537 51.6 665 50.7 838 N 65.9 516 69.0 457 54.9 Me 57.5 419 515 50.1 M1 41.2 Me 44.7 434 36.6 515 40.6 428 330 515 37.4 472 27.5 515 33.1 413 23.5 513 30.5 407 20.6 515 26.1 404 QX Z zz64.J 153 65,6 404 46.1 453 47.1 397 455 41.0 JB1 JJ.9 453 36.4 ]a5 30.2 153 33.0 379 27.2 467 30.4 374 226 453 26.8 368 19.4 453 24.3 360 17.0 153 219 355 00 38.1 J59 39.0 32J 11.8 755 32.8 318 355 28A 313W35625.2 2I.2 355 22.7 ]04 19.1 ]56 20.8 300 15.8 358 15.0 293 W rn ooM 351 338 35.6 300 29.3 338 70.1 bf 518 26,1 2W 19.5 338 20.9 2e8 17.6 338 10.1 2011 )(to 27.8 290 .3 254 23.2 290 23.8 250 290 20.6 256 15.4 290 16.4 249 C4 1441. 16.1 201 161 196 d 2 Z g$ s0 TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA -' m0� Of AnchorC6 ■cl Table(lbs) ANCHORCAP.,,a,,,,, Surst41e 27tCC1errle asxcam. H4 CMIJ FmedCMU PT WOW Mato (DP_)X( ANCHOR CAP... d16•Elco V4•SS EX 5115 E1eo II4•SS EI,O 610 sled 91261ee1 612 SIeN MULLION CAP.,o,,,,, Anchor Clip Patterns 3r16`Elw Unrac an UP Ek0011recOn U11mon 3115 Elco Unrxon v4•Elco Unmcon AgtirsCalor UAracan Aggre09la sclero(eY)sttea(05) Screr(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dislame n 1' 2.02 1° 2-1)z MIT to 2-17 1' 2-17 2 3-51r 7 0.46' 1 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embednell n 13140 134' 1314• 1314• 7 1-114' 1.114• 14144 14l0 1.114• 1-114• 7 tea• I-T vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Antrum 104.73'Mn O.C. Standard a Odd Clip fti.t 390105 390115 450®5 890106 1644 ft 270106 200 Its 35410s 740105 374105 664 tie 949106 1109 442 a6 560 Ds OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arenas®1.15•MOL O.C./SIwAard(wOMe0C9p(Rg 27 480 On 7001 a NIA WA NIA NIA 380 Is NIA WA NIA WA WA 662105 885M 11201W CAPACITY(FROM THE TABLE)OF THE SELECTED 4A.Z4AKMI4®3•MIn.O.C./ a5A.2%C9psf 9.31 780106 780 Its 6908n 158D Its 1696105 640101 560 IbS NIA 76015 748Ibs gag Os 1892 ma 662109 066106 112046 MULLION.IT WILL YIELD A MINIMUM ANCHOR . .45•Mh.O.C.l UC11p.IN0.125'Alum M 4 H/A WA NIA WA NrA NIA WA NIA WA IUA WA WA WA WA 1430 RS CAPACITY WHICH MAY BE USED TO QUALIFY 1Archor/FCSpf )Sj 19 led 145, 225109 445 MO 622 s6 1350,6 1401106 1771109 370 Its 1B710s 332Ia4 473109 Wo Ins 22111A 260106 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm01.1.7 Min O.CJ FCip g6 240 bs 350 Rs IUA WA NIA I NIA 100106 NIA WA I NIA WA I WA 341 We 442109 1 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as cnmpiyin8 with the Plaids ccepta FIGURE is FIGURE 2: ♦<1.250°-�-I ActtptmCock�6�"bZI O ce No a TABLE NOTES: Hn imlton Dale /fb2� • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. n'bami rb hOdud • - 5/1111117/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� VYNN j,'j, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.118 B° �•:,.• ��Gt NSA: ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - • . • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.58705 BE USED .265' IN PAIRS. - /� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �, (mac-�p� (, FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS 090.WOOD SHALL _ D ��.;/*'!;l BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE - y Sl • 6063-T5 AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND ��'��y'•.•F�ruRtpk-.•- �;� �•�, • V • • • .045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL 1.25(1.114'VF MULLION)3.188'X.285'MULLION '��"��,�� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL I':ION ( is • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN iMVLL��t,P.E. FL P.E.#58705 TABLE 9A R g >3 _ _-___-___ - 7x�_El.i Oponlna Width(forvaracely-spanning mulions)or Oponing Height(for horizontaMape7Wng milaore) ~4u' 60 N -601n 70 In So N 90 In 1001. 120 in 110 in 160 N "tl O 1.76 K 9.70 RBe1anWlar TrepTAan4 RaewrquNr TtaprtAen9. R.denpllar Traprftn9. Raelarpular Trop7TAan9 Reeling lar TroprTAenp. R.I.Vlel TroWTda.g. R.I.lquler TrepTNng. RxUrlWlar Traplfdan9 RL.rlp,lar TreprTAanp. X.100 baling Lwdng Lwdin9 Lowing L,edrp Loading LaUng L,a&ng Lwdin2 loaM9 Lwdin9 Loadn9 Lmdinp Lw6np Loading inadtrq LonQnp LwMp Alum.Tub* A, Milton 41 1 f i11 a z rm f2N 170.0 620 110.0 175 170.0 711 170.0 173 1M.0 SBB 170.0 500 170.0 992 170.0 570 170.0 1110 170.0 521 157.3 1118 170.0 321 127.7 1110 170.0 621 100.6 1116 170.1 STt 05.0 1118 110.0 521 Q W 481n 170.0 708 170.0 524 170.0 850 170.0 581 167.6 878 170-0 030 118.7 978 170.0 Set 130.4 ITS 170.0 677 117.3 078 170.0 380 97.8 870 170.0 680 87.0 978 170.0 690 73.3 078 170.0 080 ? i 60.825 1, 170.0 747 170.0 583 170.0 age 170.0 631 150.7 027 170.0 634 131.9 627 168.5 700 717.2 927 159.1 399 105.5 027 156.3 806 87.9 927 158.3 695 75.4 827 156.3 695 65.6 927 1583 695 � �hi Tn 541. 170.0 797 170.0 812 154.5 869 170.0 691 1326 SM IW.9 BB3 11S.B Beg 141.8 IN 103.0 869 134.0 660 92.7 6fi9 I A 354 77.7 369 128.0 652 69.2 869 128.6 652 57.9 689 USA 652 w 0 0 50 In 147.2 746 153.8 674 116.4 746 132.3 520 102.] 146 117.6 608 89.5 748 107.8 599 79.8 7N 101.0 692 71.8 746 96.0 587 59.7 740 93.3 563 51.2 746 93.3 593 168 746 97.3 503 N M 631n 12].7 671 132.0 610 103.1 Sir 113.2 566 Be 677 100.4 555 77.3 671 91.4 616 66.7 677 65.2 539 61.0 077 61.0 534 51.0 677 77.0 622 44.2 677 76.7 520 33.7 877 76.7 629 I--' 0 J S J BBN 107.0 611 111.1 670 86.1 611 97.0 619 76.9 911 38.3 509 81.3 617 70.3 500 59.3 617 72.6 494 53.8 617 88.1 489 44.6 617 64.4 187 33.1 S17 63.7 482 33.8 617 817 482 0- 721n 02.9 516 87.1 450 99.1 516 742 440 59.2 518 65.2 432 51.8 518 58.8 425 48.1 516 64.2 419 41.4 519 50.1 414 345 518 488 N8 29.e 616 45.0 405 26.8 616 45.0 405 Z �¢' 0®®®7 78 N 705 405 717 406 SB.7 465 82.8 398 50.3 485 61.8 390 {{.1 405 49.4 304 79.7 465 {5.] 376 75.2 IBS 12.7 774 20.4 405 383 707 25.2 465 36.3 361 72.D 485 ]8.2 363 _j F 76N 652 441 68.0 367 51.3 Nf 67.7 319 46.3 141 50.6 772 10.8 NI 45.4 368 30.2 141 41.6 360 32.6 441 38.7 358 27.2 Nt 34.9 349 23.7 441 37.7 346 20.4 411 ]27 345 g 901. 42.4 332 43.0 295 35A 372 3T.0 289 30.3 3M 32.3 284 20.5 332 28.8 280 23.8 332 28.1 270 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 332 16.7 260 Q O ��-• � ~ Q N O Be N 35.0 291 35A 180 29.1 201 30.3 258 25.0 201 28.1 252 71.0 291 215 243 19.1 201 21.3 244 17.5 201 19.6 2N H.e 701 17.1 238 12.5 201 15.6 232 Z _ We In 21.0 230 25.1 106 10.6 270 21.7 205 AID 17.5 730 1e.] 701 16A 210 16.2 108 I- X,z 111 N ne 216 23.1 197 180 21e 19.4 194 18.2 210 18.8 191 14.1 218 14.0 i6a Cn Nr �8~ 120 N 17.8 Lij IBI 18.2 170 14.9 187 153 167 Q� X 2 52 U N a Z 0 0 - TABLE 99 ANCHOR CAPACITY ADJUSTMENT FORMULA: g fid'f°0Q' Anchor Capacity Table Ib* ANCHOR CAP.,,,,,,,, S03IIew: 23k C-mla 151,Can,. 1ldtow CMU Faled CMU PT Wood Me191 (DP..)X( )=ANCHOR CAP.,,, 5110' El. 114^ss Elco 5116'Elco 114•SS Elco 810 SINN 012 stall Mated MULLION CAP.,„,,,,,,, Anchor Clip Patterns AncnWrypa: 3r16•Elw unrocon 114-Elco uluxon 3He•E1w un7ocon v/•Ewo unroeon USE THIS FORMULA TO OBTAIN THE'ANCHOR UOrown AgpreGolor UlOewn AppeOeton aerav(03)(crew(OS) Screw(G5) Edge Oislsnce 01, 1• 2.112' 1• 2.112' 3.119* 1• 2.112• 1' 2-1? 21 3-118' r 0.46• 0.61' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embldmenf 1-314' 144' 1.3111 1.14' Y 1.111• 1.714• 1.714• 1.114' 1-114• 1-714' T IMF tare' Verres ACTUAL PRESSURE REQUIREMENT FORTHE 2 Anchae®4.75-Min.O.C.7 S1eMard or OOul Clip(FI9.1): 39D 13 3901bs 450 V. 89013 1644 At. 27073 2e)lbs 35113 74013 37413 ON we Re w0 ]4113 44213 560 V. OPENING,WHEN IT IS LOWER THAN THE MULLION ars 4 Ancr ®1.15'MIn.O.C.I Standard(or Met)Clip".27 46013 T00 w9* WA WM w9*A NIA WA 3WA NIA NfA WA WA eel 1W e85lbs 1121 w9* CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anthea®3-MN.O.0 I RI215 Angle Gips/(Fp,3k 78113 780 I3 ego we 1560 IN 189e l3 54013 Seg Ds NIA 70o ibs 74813 Bao Ins 100213 662 Do Ba513 nzo Ind MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors®854'MIn.O.C.I llOlp,Into.700'Akan.(Fig.4= WA WA WA WA NIA WA WA WA NIA WA WA NIA WA WA 850109* CAPACITY WHICH MAY BE USED TO QUALIFY 1 Adel"Faip(Fq.57 195 ma 1es13 22513 NS we e2216e 13513 u01be 17713 370lDs ta713 3721es 413 lbs vows 2x11b. 28013 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnehOrs®1.13'MN.O.C.f Wig(F70,0). 21013 350 we WA WA NIA WA 100 w9* WA NIA WA WA WA 341 IDs 442165 560 Bu ANCHOR CAPACITY TABLE. PRODucr REVISED m cont plying with Iho Floddls Buildhlg Code}(�-prL18.0� FIGURE I: FIGURE 2: 1'250 explA�Cemlion Dale 4041 n. TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION . • D ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dodo Product tlfl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�\\,C I LYt`II / FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' .`�,_�:�•'��GFN SZ •�4%A �: ANGLE CLIP MUSTSHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS S '3C 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, T/� b t/4, f:- FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL :-'C) ti] ,D 4b (17 BE PRESSURE-TREATED YELLOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUM SHALL BE �'P •'. SIA r_;1; • 6083-T5 AND BEA MINIMUM OF•100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ;�,<�--.. F77810I.,.;' \•• .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL , •, 1.25'MULLI X.100' .V "o (;�•5� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION I7�..7�Ur:%'-• fM0 S#12 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 S.S. A.b-NN.MILLEk,\P.E. FL P.E.#58705 TABLE 10A a �^ ----- - --- --- ---Mu111on Ce 9clty Table(IhsI7P) - �_- - - - -- -- - -- - --- -- --- ---- ------ --- --- � � u Opening Wdth(forvedica"penning mullions)or0pening Height(Icrhodzonlis"penning mullions) ��`C! SO 1. 601n 70'. 80 In 90 In 1001. 12D in 140. 160 In Mctan9Nar Tr ri .pia p nA PR 9 W pl7uaN. W p'7n apR'an9. i 126%326 aWT ang. R4clatgiAaz TuplMan9. Wdanpulaz Trap7a4ng. Rsclangular hep7riaq. Recta I r Tra Rdang. Mcta liar Tm rW Rede. lar Tra Roden lar Ta ang. Reclangulaz Tr r %.82A Loading Loading Losding Loading Loading Loading LoaQn9 Loading Loading Loading Loading Loading Loading Loading Loading Loading Landing Loading �ye Alum.Tube ; .s .F .a_[17SA. ,c,. .� $_ € �'; .s _ .s� .§ .� §_ _ Mullion " IL a A" g� a�, a� • • A ' a �2 € � Ir s2D r p susa€ s �� s a � �� € u u" 4aa v u u v u9 u 3, u u uo u v rSa u v o t 'e e e - S $ m 2 FP € � ?o r � & ?� E � z 'a eya � � 6 %v $ 3a s �e rc421n 170.0 620 170.0 475 TM 170.0 410 170.0 860 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170,0 521 170.0 1/AB 1W 481n 170.0 IOB 170.0 524 850 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1215 170.0 677 170.0 1411 170.0 Egg 170.0 1700 170.0 fi8D 169.7 1979 170.0 680 148.5 1979 110.0 690 J 750.625b 170.0 747 170.0 Sfi3 096 1700 631 110.0 1016 1700 686 170.0 1195 110.0 723 1700 1315 1700 7d7 170.0 1494 110.0 766 170.0 1793 170.0 756 1525 1877 170.0 756 133.5 1817 170,0 766 W� 0 Win 170.0 797 170.0 612 170.0 956 170.0 691 110.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 037 110.0 1594 110.0 656 156.4 1759 170.0 861 134.1 1759 170.0 661 117.3 1759 170.0 661 m b 601. 170.0 BAS 170.0 TO1 170.0 1067 110.0 797 170.0 1240 170.0 070 110.0 1417 170.0 91. 161.1 1511 170.0 996 115.0 1511 1700 1077 120.8 1611 170.0 1063 103.6 1511 170.0 1063 90.6 1511 110.0 1061 H 4� t J 63 in 110.0 970 170.0 715 170.0 1116 170.0 050 110.0 1302 170,0 910 156.6 1370 170.0 1016 139.2 1770 1700 1076 126.7 1710 164.0 1082 104.4 1370 155.9 1072 89.5 1310 1557 1070 iB3 1770 155,7 1070 W 661. 770.0 914 170.0 789 170.0 1169 170.0 903 tY,.6 1218 170.0 1002 136.2 1248 158.6 1017 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1218 130.4 919 17.9 1218 129.0 976 60.1 1248 129.0 975 Z N m J 721n 167.8 1019 110.0 018 139.9 1049 150.2 992 119.9 1049 132.1 876 104.9 1619 119.1 860 93.2 1019 109.7 818 03.9 1019 102.7 630 69.9 1049 94.3 825 69.9 1049 91.2 820 52.4 1019 91.1 820 � J g• �� .1 Min 112.7 941 149.1 022 118.9 941 126E 805 101.9 941 111.2 791 89.2 941 100,0 177 79.3 041 91.1 766 71.4 941 85.5 767 59.6 941 71.6 744 61.0 941 74.0 737 44.6 911 13.3 736 J Z IS In 172.0 804 137,6 783 110.0 694 115.9 767 04.3 894 102.4 753 82.6 804 91.9 740 77.3 894 84.1 730 66.0 994 76.3 721• 65.0 B94 70.7 707 47.1 894 67.0 101 41.3 8M 66.1 693 Q r g ,90 1, 05.9 671 88.7 696 71.6 671 749 605 61A 671 65.7 575 537 671 04.2 556 47.7 671 529 5511 43.0 671 48.8 551 35.8 671 43.1 639 30.7 671 39.7 531 26.9 671 37.9 526 � F' 04 Q N 10 951. 70.A 590 72.5 527 59.0 699 GiA Sig 50.6 590 53.4 609 44.3 690 67.6 502 393 530 43.0 491 35.4 590 79.6 480 29.6 SW 34.1 477 25.3 590 31.6 469 221 590 29.8 464 fQ-. x Z 00 O 108in 493 466 50.8 421 41A 466 428 414 36.5 466 37.1 408 31.1 466 32.9 402 21.6 466 29.7 39S 24.9 466 27.1 391 20.7 Be423.5 382 17.8 166 212 ]75 15.6 466 19.6 370 1n N� oo 111 In 45.8 411 46.7 100 312 M1 39.3 393 3. 441 34.1 387 2A.fi 441 30.2 782 25.4 441 27.2 376 22.9 411 24.9 712 19.1 441 21.6 363 16A 441 193 356 143 741 17,8 351 W V) I20 in S2 52 36.7 378 36,9 71{ 30.2 318 31.0 339 25.9 370 26.8 331 22.7 378 23.7 729 20.1 37e 21.3 325 18.1 770 19.6 321 75.1 ]iB 16.1 311 x N -7"-In 21.0 262 21.2 242 17.6 267 17.0 r271 1 15.0 262 16.3 236 C~.3 N Q O O Q Z..lin to a TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: m It A- 35kcepeclty T�btdi(Iba) ANCHOR CAP-,„,,,.,, Sutetmte 2.7k(brcrete 3.5kCme. HooOw CMU Fl1Cd CMU PT Wood Meld (DP)X( )=ANCHOR CAP.,,, HIE 62co 14•eSFJto NiSElco U4'SS EI[0 010 VW an26Ls1 012 Steel MULLIONCAP.,,,,,,,,,,, AnehorCllp Pottemg A7%hor type 311E Ehounrecon va'Ekounmcon unrdcon Y7E Elco unrecm 1/4•Elco III. n AggeGulor Uarecon Aggr alar Sclero(G6)Screw M Screw(216) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOge I e pn I• 2-i1r 1• 2-17r 3-11r 1' 2.17 1' 2-11r r 111E r 0.4a' aw 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Fmledna% talo• 1314• lata• Ism• r 1-14• 1-u4• 1.114• 1-11a• 1-114' 1-174• r I-n. 1.318' roles ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctora@,75 MIR O.C./Stained R Orsel CBD(Fla 1T 390 Ns 390104 450 iris WMe 1644 b 210109 2100 to 354 IM 7401Ds 3741b9 fi6496 945 Ms 841104 442bs 5600- OPENING,WHEN IT 15 LOWER THAN THE MULLION 4 Anchors Q 1.15'MIn O.0 l Stardad(or 012,M)CAp(Flg 77 Ogg las 700Ite WA WA NIA NIA 390 Ws NIA WA NIA WA WA 6520. 885 m5 IVOR,, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Am"Qr Min O.C.r 215 Angle Cops I(Flp 97 78DWs 780 SO 690 Its 15M Its ism lbs 540Im 560 lbs NIA 7W Iea 748 hs 880 Ibe 1092Ibs 682118 Basin 112D Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Ancrors 640.61•Mot O.C.I Ucro.Into.l0r Alum.{FigQ N1A WA NIA WA NFA NIA WA NIA WA WA WA WA NIA WA 960 Ibe CAPACITY WHICH MAY BE USED TO QUALIFY I Ancrofl FCDp(Fla ST 1411as 1068. 775105 4451a5 622 IDS 135W 140 Rs 177106 9TOIDa lEtis 3121m 473 me ITras 221 to 280 ft ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancrors®1.15 MIn O.Cl FLYp LL 20M 950106 WA WA NIA NfA IgD Ih4 NIA WA NIA WA WA 341 IN 442106 560046 ANCHOR CAPACITY TABLE CRODUCf RHVISED us coniptying with rho F10fif4 FIGURE 1: FIGURE 2: A«!m=� 16"62l$,6'j TABLE NOTES: t261 Ex imlion Datc l ( • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • Miaun'Dade P I du, C ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111 u!Ifr 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LN.- FIGURE i FIGURE 3: ANGLE . '• �tCENi[;• •.In 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '• BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. p1o.5870.5 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND IY= FIGURE 4: FIGURE 5; FIGURE e: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4. V1' b 11(1= BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �0•.• i/TE 6083-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND t�.' I:T OR1ph..•'( �; • L01 • ,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ���5,-, •' ••• \� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25•X 3.25"X.624" 'II +�)j•J�,�. �a�� 1110 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LV NI(l'ILL R,P.E. FL P.E.#58705 TABLE 11A a � - - -4444- -Mullion Capacity Table(IbvNe) --4444- --- - - - - 4444- -- ----- ---- - -- Opening Wddt(forv13dlcalyspanning millions)or Opening Haight(for horizoria9yspenAing millions) 60 in 60 in 70 in 80 in 90 n 100 in 120 n 140 in 160 in p RecUrgllu T,epnrUn9. R4crergula, LopRdeng. Rut.1,11. TtapRnang. P., .1. 4apfrdeng. litcu gndet TreORdmg. RadwgWaz Tap7�g. Rectugule, Traprfdang. RMan0W0r T,apRdenB. Recla,gndu Tft}Yrriug. 4 o�ryc 1:tfi x794 Load'ng lwdig Lording Lnedn9 Leafing Lording Laeang Loading Loed'ag Isesug Loading LoHng Loae1,D Lwdin9 Loodinp Loading Lwtin9 Loed"ug sY c) x.624 Alum.Tubo .E Mullion r &.. .�• .8: .5 '�.-. 5 a eee aease g€ e u u u u u u_ u u uo u E u u u u u u u Y u It oa u'E u� u g �xm p- a �a � �a � f� Baa z bra uWi a �a@ �a �a � �� 31) �a o 42(n 170.0 620 170.0 135 170.0 741 1700 410 110.0 069 170.0LU 506 170.0 992 170.0 619 170.0 1116 170.0 621 110.0 1240 170.0 621 1700 1488 170.0 521 170.0 1735 170.0 621 170.0 1907 170,0 671 J W 46 in 170.0 IN 170.0 524 170.0 850 170.1) 604 1170.0 992 170.0 630 170.0 1133 170.0 661 170,0 1216 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 110.0 1983 170.0 680 170.0 2261 170.0 680 y 60.625M 170.0 747 170.0 667 170.0 596 170.0 531 170.0 1016 170.0 684 170.0 1195 1700 723 170.0 1316 1700 747 170.0 1494 170.0 ISS 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 � ba In 170.0 197 170.0 612 170.0 956 170.0 691 170.0 1146 170.0 754 170.0 1276 170.0 003 170.0 1434 170.0 831 170.0 IS94 170.0 9S6 IT0.0 1913 170.0 B61 170.0 2231 170.0 061 160.2 2403 170.0 661 m p O 60in 170.0 885 170.0 701 110.0 1067 170.0 797 170.0 1240 170.0 070 170.0 1117 170.0 911 170.0 1591 170.0 9% 110.0 1771 170.0 1073 170.0 2125 170.0 1067 116] 216] 170.0 1063 129.8 2163 170.0 1063 1=-• U) (mp J Win 170.0 930 170.0 745 170D 1116 170.0 050 110.0 1302 170.0 940 170.0 1400 170.0 1015 170.0 1673 170.0 JOTS 170.0 1859 170.0 1122 1569 2060 170.0 1159 134.6 2060 1700 1171 117.7 2060 170.0 1171 W m 68in 170.0 974 17D.0 769 170.0 1169 170.0 903 170,0 1364 170.0 1002 170.0 1550 110.0 1086 170.0 1753 170.0 1155 170.0 1945 170.0 1210 1430 1966 170.0 1275 1226 1956 170.0 1286 107.2 1966 170.0 1206 � m 721n 1100 1063 170.0 875 110.0 1276 110.0 1009 110.0 1189 170.0 1126 I70.D 1700 TTOA 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 1559 OR 99.1 1734 160.4 1352 56.7 1731 1602 1352 -1$g' o 76 In 1700 1122 170.0 937 170.0 1346 1700 1080 165.S 1556 110.0 1209 147.4 15SG 165.2 1295 131.1 1556 1515 1256 111.9 1556 111.3 1251 98.3 1556 128.3 17M 912 1556 122.3 1219 77.7 1556 121.2 1216 O j Z 78 in 170.0 1151 170.0 961 170.0 1781 170.0 1116 155.9 1177 169.3 1245 130.4 1477 1520 1221 121.2 1117 139.1 1206 109.1 1477 129.5 119i 90.9 1477 $16.9 1169 71.9 7417 110. 1158 6e.2 1477 1093 1151 Q go in 142.0 1110 116.6 S86 1104 1110 123.9 968 101.5 1110 Jam 951 808 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 00.7 910 59.2 1110 71.3 891 50.7 1110 556 870 44A 1110 62.7 970 z � Q N p Z 96in 117.0 915 IN3 872 97.5 975 101.5 856 53.6 9T5 135.3 642 732 976 78.6 929 65.0 976 712 817 513.5 975 65.1 801 40.0 976 61.1 789 41.8 975 SZ] 776 366 976 19.3 761 F X..Z m C loll. B2.2 111 81.0 6% 60.5 711 70.1 6B5 50.7 715 61.] 674 SIA 771 64.3 1)W 45.7 771 49.0 ass 41.1 771 11.9 007 x3 711 38.9 632. 29.4 771 3SA 621 25.7 771 32.4 612 US oO 8jr 111 i. 75.7 730 77.3 661 611 730 65.0 650 61.1 730 56.7 610 17.7 770 49.9 671 42.1 730 450 622 37.9 130 41.1 611 11.5 730 35.fi 600 21.0 730 31.9 589 77.7 730 29.5 551 Lu 1M i20rn 59.9 624 61.0 669 49.9 624 612 500 42.5 624 44.3 552 77.5 67A 39.2 541 33.3 624 35.7 677 30.0 621 37.2 531 25.0 621 27.7 519 21.4 624 21.fi 509 1B.T 670 22.5 501 X 144 in 34.7 433 35.1 400 26.9 433 29A 395 240 473 25.1 390 21.7 173 27.4 ]85 19.7 433 20.0 7B1 17.7 673 182 316 („) N Q O O Q r EL Z din U) TBE 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: m�m� AnehorCapecity Table(Iba) ANCHOR CAP.,,o•,,,,, ❑ 8 sulalrae z7kCwxrae a6kCmc Habwmiu Fu00cMu PT wood Mar (DP,)X� )=ANCHOR CAP.., 916•Elco VI•SS Ek0 5116-Ek0 114'SS Elco 010 Syed N12 Med 012 Sled MULLION OAP.,,o•,,,, Anchor Clip Pat0ama AmlwType afIV Elco Ultram IlC MoUitnmon Ullracun 3'16•Elco ulNsm yr Exo Ultraon AggeGro/ UI15cm AggmGElw 5r3Cw(GW)Sc"(G57 Suew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR gslerce ony 11 2-vr 1• I 2•tir a-itr 1• 2-112 1' 2.112' r 34ff r 0Aw R6/• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmODanenl n 1314• 1.Y4• 1314• 1315 r 1410• 1-v4, 1-114• '-ve 1414• 1-vr r 1.3'B• I-mr isles ACTUAL PRESSURE REQUIREMENT FOR THE 2PnhM 4.7S'MIRO.C./SlerdamwomelC 41 390M 390 gas 451 WS 000 IIS 1646 IDs ZIO BIs 200109 356109 740105 370 Ws 661106 &6w. 341106 642 ora 550 Ra OPENING,WHEN IT IS LOWER THAN THEMULLION 4 Anchors IAS-Mir,O.C.ISlanoania C (Fig. 4801bs 70D RS NIA WA N/A NIA 380 its N/A WA NIA WA WA GUMS 055lbs 112DIM CAPACITY(FROM THE TABLE)OF THE SELECTED 4Archm @ 9•Mn.O.C.1 M MAncle / 4 97 790 05 78010. 660 Its 1560 BS 1806 IDs 540105 560106 NIA 760 lbs 74B IDS 880 Its 1892106 682105 BBS me '120106 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arcrors 0.51•MIR O.C./UCU,InIO.tOP Alum 019 4y NIA WA NIA WA NIA N/A WA NIA WA WA WA WA NIA WA 126710. CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor/RCIP 4 n 125Ibs 196 Its 225 ms 445105 52210. 135105 140I 1T797s 370 lbs 197 DS 3s21bs 47310e ATOM 2211be 280106 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Axrors 1.1@MIrt O.CIFCtl 461 2q IDs 350106 N/A WA NIA NIA 19D Iles NIA WA NIA WA WA 341 in 442 os 660 Its ANCHOR CAPACITY TABLE. PRODUCT REVISBD nB complying wiN Iho Flan& 1.250' Building Code _ FIGURE I: FIGURE 2: Cx lrree'wiDalean.No� $t$032 TABLE NOTES: o � ) • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • t3 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dade PmduU •,111111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.04' :'`�\��`•�)�,i:NSti••.�c;�/i 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 .i•; -'•�; Fe I BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, pin,5fl70b IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 5-t GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL " 'T ' . (1/ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 'PI 4: FIGURE 5: FIGURE 6: 6063-T6ANDBEAMINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •674• ,�`r'•.,•%(pR1i)I',•••�(%�:�` .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL 'i/t '••••(�.. tr\`+ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. '//'S'/ ilJAI.. ts�� #10 d#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.824° A.l Y NI MILL�R,P.E. MULLION FL P.E.#58705 TABLE 12A ---- -- --------- _ _ MullionCapacity Table elflr ° x - blIb � 755 Opening Width(forverticgry-sparring mllilams)or Opening Height(for hori2orWy:spaiving m-tillons)-- -- '- - - - ----------- - - _ _- -______ __ So In 601, 701n 80 in 8o in 100 D1 1201n 1401n 4601. ,�` ReclMgulat Tnprtd•g. Redengu! MeplMang R.O.War Traprthang. RmtengWer Tmprrda4. Reclmrg1 TnEnd- Radargdar Twpfrdang. ReDlm9dor Ttap/Td&V RldangWtr Treprr,an9. R4elang9. TVWMM9. o 2X48.26 Lang L.0.9 Loadng Loafing L_54 Coating Loading Lowing 1.1dIng Laedig Loadng Loading Loedkg Lowing Lud09 Luring L.oedng Loadng c q Alum.Tube Mullion "� � � g� 8 0 het 8� 8� � g g gra gs gp� a`�' yg�g � iys {E §_� � @5� � .�� h• � -gg �' � ,�� � S� �§ �. 5�. yq'�$ § gpax f 3a� m> ~ Z N 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170,0 1456 170.0 521 170.0 1735 170.0 621 170.0 low 170.0 521 O W 481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1417 170.0 880 170.0 1700 1740 880 170.0 1903 170.0 880 170.0 2287 170.0 660 50,62311 1740 747 170.0 563 170.0 1198 1740 631 170.0 1046 170.0 684 170.0 1195 170.0 727 170.0 1315 170.0 747 170.0 1494 170.0 758 170.0 1783 170.0 758 170.0 2092 170.0 768 170.0 2391 170.0 758 _ 5411 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 60.1 110.0 1434 170.0 837 170.0 1694 170.0 858 170.0 1913 170.0 681 170.0 2231 170.0 661 170.0 25M 170.0 861 W C) OF BOIn 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 818 170.0 1417 770.0 BN 170.0 1584 170,0 896 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2478 110.0 1063 160.0 29W 170,0 1083 � 6311 170.0 930 170.0 715 170.0 1118 170.0 650 170.0 1302 170.0 810 170.0 1168 170.0 1016 {70.0 1073 170.0 1076 170.0 1859 170.0 1172 170.0 7231 170.0 1169 166.7 2653 170.0 1171 145.8 2553 170.0 1171 'J 661n 170.0 074 170.0 788 170.0 1180 170.0 903 170.0 1364 170.0 1002 170.0 1656 170.0 IBM 170.0 1753 170.0 1155 170.0 1916 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 1329 2437 170.0 1266 � 7 o m 721n 170.0 1063 170.0 676 170.0 12/s 170.0 1009 17o.o 748a 170.0 1126 170.0 t7g0 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.0 2184 170.0 1529 1092 21114 10.0 1530 ? g 7811 170.0 1172 170.0 037 170.0 1346 170.0 1080 170.0 1510 17D.0 1209 170.0 1784 170.0 1373 105.1 1960 170.0 1421 148.8 1080 170.0 1505 123.8 190D 181.6 1610 106.1 1060 161.0 1535 928 1960 152.7 1631 � Wg 111 v Z 2 781n 170.0 1151 170.0 967 170.0 1381 170,0 1115 170.0 1811 170.0 1250 170.0 1842 170.0 1369 152.7 1881 170.0 1474 137,4 1581 183.1 1600 114.5 1861 147.3 1473 082 1661 139.8 1459 85.9 1861 137.8 1454 Q <n 90 in 170.0 1328 170.0 1144 149.1 1398 156.0 1218 127.8 1398 130.0 1193 111.6 1396 121.3 1178 99,4 1390 110.2 1162 89.5 138a 101.8 1147 74.6 1395 89.6 1122 63.0 1398 a27 1105 55.9 1398 70.9 1098 Z J Q 0 9811 111.4 1279 151.5 1098 122.8 1229 127.6 1079 106,5 1228 1112 1081 62. 1228 88.8 10{4 61.9 1220 89.6 1028 73.7 1228 82.4 1016 61.4 1229 72.2 093 62,7 1229 65.9 977 46.1 1229 62.1 967 Z00 o 10811 103.0 971 106.8 077 06.3 971 110.0 882 74.0 971 77.2 849 84.7 971 88.4 837 57.5 071 61.8 a25 61.8 971 68.6 815 431 971 49.0 706 37.0 971 44.0 782 32.4 971 40.8 TTI 11111 05.4 919 97.3 872 78.5 918 01.0 019 34.1 919 70.9 808 69. 819 62.9 794 53.0 919 66.7 704 47.7 819 51.3 771 JB.7 910 44.6 766 34.1 919 40,2 742 29.6 919 37.1 732 W X 12034 755 786 76.8 716 828 768 61.6 705 53.9 788 fi5A 895 47.2 786 444 688 43.8 788 34.1 677 37.7 708 I0.fi BBa 71.6 786 34.9 053 27.0 706 31.0 611 23.8 788 26.4 631 (n 144 N 43.7 346 44.2 604 J6.{ 518 37.0 188 312 518 31.9 491 27.3 616 28.2 186 24.3 618 26.3 478 21.6 048 229 474 16.2 SIB 18.6 404 15.8 548 172 155 13.7 610 16.11 448 V X Q O O N Z B ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ A Anehor Ce achy Table lib• ANCHOR CAP..,,-) d m m� Subskale 27k Corcrete 3.6k Co.. 11.000 aAU F91ed CMU PTWDtd Metal (DP..)X( =ANCHOR OAP.,," 910 Fico tl4•ss FJCD"IS'Fico ve sS Elco xtoBleu N1zSleet x12 SlBel MULLION CA ,,, AnehorCllp Patterns Ancnarype 3II6 Elte Uftmm lie Elco uRmcon 3116m Elco Unman V4•EkouOmcon ggeGdr 8cm7v(G5)Scre•(G5) SEW(G6) USE THIS FORMULA TO OBTAIN THE'ANCHOR Unmcm ApgeGetw UOratm A E OIs1=e n 1• 2-112 1• 2-1/7 3410 1• 2-e7 1• 2-v7 7 3-II8• 7 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN FmDednml Bn 1-314' taY4' 1,314• 1a�4• 7 I-Ve t-vs 1.114• 1-v4• 1-v4• 1-tr4• 7 taro• Me- rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mian 175•Min O.C./SIandad or01ae1 C 144 300 ws 390 ma 450105 goo IDS 1644 IDS 210 As 280 w9 361 ms 740106 374 IDs 6641bs 046 Its 341 ms 442118 660 Bis OPENING,W HEN IT IS LOWER THAN THE MULLION 4Arctan 268'4401 O.0/StaWald Olbelp 3 740 w9 740 Mn 630 ms 1485106 1424111 NIA SBO as NIA 695106 NIA 680111 WA 193201 eas net 11zD lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6ArcDa9 1.71.4410.G.C./elas�w or 011selC 08644 OS01 7581bs 1946106 NIA N!A 7os gn N/a 7B91ts Nrq wA wA tfP2105 1327 n7s 1fiB0 wfi MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcron YMln.O.C./ 2t5A Cu r 780 w9 7 680 VA 15M Ra tB961bs 0611 5w IN NIA 760 ft 748109 BBD IDB 1892 Me 6B21bs 685105 112016 CAPACITY WHICH MAYBE USED TO QUALIFY IlAmMm 3'IA1.O.C/ 2x5 Angle- / 1170M 1170 Na 1020 ws ..IM 2844 be 8 s Blows WA 1140 ILa 7122ws ISM ws 2998In 10221b5 1327 Ibs 16m IDs ADDITIONAL AN CHOR OPTIONS FROM THE 3 Arclnn 1.34'M01.O.C.IUC Into.12O'Plum. NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 073 ANCHOR CAPACITY TABLE. BA.hm 0.64•Mh O.41UCl ww.l2a Alum. NIA WA N/A WA N!A NIA WA N!A WA NN WA WA WA WA 21 w9 PRODUCTREVISED 2AMhOm 268•MIn O.GJFCO 370ws -7-13.7-05. 7431tG 712ge WA 20D w6 NIA 348Ibs NIA 44DID6 WA 31119 442114 66099 u complying with dw Floricha 3Archa3 1.71-Min,0.G/F-O Fig.10 443109 62501 9'7819 073016 N7A I NIA I 353164 I NIA I 399195 I NIA I WA I 64 me 1 540109 ou"Acartonxr>olforo2t8.o5 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. P CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Cxpimti rl Date �n1 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: By _ • • • • • • • TABLE NOTES: 2.000' _ Mi�p p '�g�(`eO • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FORLYNO GENERAL INSTALLATION METHODS. � ��,••'\\GEr1Sr '•.FP��: FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • 4.000• 250" _ tJo.507U6 _ • • • • 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.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _ :�•• .,.l • • LOCATIONS. '•, g 4,i FIGURE7: FIGURES: FIGURE9: FIGUREIO: 4 SUBSTRATES: SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT %(%'-�•'•.•cLOR1D�,.•', "- I • • ANGLE CLIP CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ' '`' •••••' 1(� (FIGURES 566) (CMU) '� Sic. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045'THICK(18 2'X 4'X.25*MULLION IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYr{NIMILLER,P.E. • • • • THREADS BEYOND THE MATERIAL,#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A a Mullion Capacity Tablo(lbs/eu; -----_ ��---_-- - _- _ OponingWldth(for vorBDslVspanningmdllons)drOponingHeight(for hodmrtaty-sparrirgmullions) - -- - - ------- - - --- --'-- so in 60 in 701n so to go In I t001n 1 1201n 1401n 1001n �y7�LM~Xpmcc��(44 Rectwgular TWTA®q. Iftdangdar Treprrdang. Raclanguler TraprTdane. R.clengular TmplrAeng. Raolengular Tr6pITAeng. Rectengder TrepTdanq Reclu19alu Treprtrleng. flactugulu irap/1Aeng• Rectengnu TrepRdup. 2x8x.26 Long Lowing Loafing Loafing Loadn9 Loafing Loafing Loedm9 tnedn9 Laedng Laadng LoadnD Loading Laedlg Laedrtp l.oedn9 lgedrg lnedng eza: AIum.Tub• x r i p •_ .,v '.. ,. '.. a x r` a Z. $ ' A, Mullion a �gg. � �o �- a� �� ® �� in N LL h• `� §� � 2� Via§ & s� E � g �� �rc x �I a� Z 421n 170.0 820 770.0 435 170.0 744 170.0 478 1170.01 BM 170.0 508 170,0 902 110.0 619 170.0 1118 170.0 621 170.0 1210 S70.01 521 1 170.0 1160 170.0 521 110.0 1735 170.0 821 170.01 1861 170.0 521 O 481. 170.0 706 170.0 524 170.0 850 170.0 581 170.01 982 170.0 010 170.0 1133 170.0 861 170.0 1275 170.0 077 170-0 Mir 170.0 800 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 I 2787 170.0 060 _ 50.625 In I i7a.01 747 170.0 663 170.0 888 170.0 831 170.0 7016 170.0 664 170.0 1195 170.0 1 723 170.0 13451 170.0 747 170.0 1494 170.0 756 1740 1703 170.0 758 170.0 2082 170.0 758 170.0 2391 170.0 758 m U) �I 54 h 170.0 797 170.0 612 170.0 850 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 8D3 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 I7D.0 801 170.0 2231 170.0 681 170.0 2550 170.0 861 m 0 0 80 h 170.0 885 170.0 701 770.0 1083 170.0 787 170.0 1240 17x0 679 170.0 1417 170,0 044 170.0 1581 170.0 (IN 170.0 1771 170.0 1033 170.0 2125 1TD.0 1003 170.0 2479 170.0 1063 170.0 2833 170.0 1003 U) 133 In 170.0 830 170.0 715 170.0 1116 170.0 BW 170.0 1302 170.0 810 170.0 1485 170.0 1015 170.0 1673 170.0 1078 170.0 1858 170.0 1122 170.0 ?231 170.0 1168 170.0 2803 170.0 1171 170.0 2075 170.0 1171 •--1 7 66 In 170.0 971 170.0 789 170.0 1189 170.0 90.1 170.0 1364 170.0 1002 170.0 1555 170.0 1086 170.0 1763 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170-0 1275 170.0 2727 170.0 1256 170.0 3117 170.0 1268 Z 72 n 170.0 1083 170.0 676 170.0 1275 170.0 1009 170.0 1458 170.0 1126 170.0 1700 170.0 17211 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1678 170.0 3400 170.0 1530 LU n W J 78 h 170,0 1122 170.0 937 170.0 1318 170.0 1080 170.0 1570 170.0 1209 110.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1829 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J d m Z 3 78 In 170.0 1181 170.0 987 170.0 7781 170.0 1118 170.0 1811 170,0 1250 770.0 7812 170.0 1389 170.0 2072 170.0 1174 170.0 2302 770.0 1584 170.0 2700 170,0 1700 170.0 3253 170.0 1777 170.0 3600 170,0 1788 Q J 1,.- Z N O 901n 170.0 1326 170.0 11111170.0L700 [170.0t4U 170.0 1858 170.0 1486 170,0 2125 170.0 1853 170.0 2391 170.0 1700 170.0 2858 170.0 1818 170.0 3188 170.0 2125 ISB.O 3413 IT0.0 2277 130.5 3413 170.0 2361 z 96 h 170.0 7117 170.0 1232 170.0 1983 170.0 1871 170.0 2267 170.0 170{ 170.0 2550 170.0 1952 170.0 2833 170.0 2085 180.0 S1B9 170.0 2338 137.1 3198 188.8 2470 120.0 3199 156.1 2428 l- 1d�r 0100In 170.0 1581 170,0 1408 170.0 2231 170.0 1870 170.0 2550 170.0 2W8 164.8 2781 170.0 2271 748.3 2781 181.8 2333 123.8 2781 110.{ 2281 105.9 2781 126.9 223{ 82.7 2781 118.0 2180 N Nd31n 52 170.0 ISM 170.0 1454 170.0 7293 1700 (832 170.0 2821 170.0 2149 151.6 2832 1823 2215 138.6 2002 148.4 2718 113A 2672 128.4 aX 170,0 1771 170.0 15665 154.4 2252 158.8 1881 135.1 2252 141.4 1981 120.1 2252 127.2 1838 106.1 2252 110.1 1815 00.7 2252 9B-B 1872 77.2 2752 80,9 1636 87.6 7252 81.1 1600 UX1441n 125.1 1584 128.6 11454 68.1 1584 81.5 1407 70.2 1661 BD.7 1380 88.5 1581 723 1373 828 1504 85.7 1356 321 1564 SBA 1730 00.7 1584 192 1305 38.1 15& NA 1200 Q N Z O O D �'O ARI F ANCHOR CAPACITY ADJUSTMENT FORMULA: Q.a Anchor CapacitY Table Pbs) ANCHOR CAP.,,,,,°, 9uhatrelo: 2.tkCoarde 3.5%Cont. Na1owCMU Fred CMU PT Wood Metal (DP,)X( >=ANCHORCAP.- &1W Ell, 154•SS Eko 5110•Elco 114.88 EIOD NIO Steel 012 Steel N12 Sled MULLION Archer Type: 3716•Eko Ullrxon 114'Eko Ul9ooan Ulbxan 1r16'El..Ulbaan 114•Elco Ulbacon AggmGelor U¢m000 AggrWMw screw(G5)Scmw(G5) S-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Cllp PaMem9 Edge gelance(In), r 2-1rr 1' I 240.• 1116• T 2-11C 1' 2.112' 2' 3-1/8' r 0.4s• os4• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(ny 1.314' 1-314' 174' 1.Y1' 7 1.114• 1-I/4' 1.171• 1-114' 1-1/4' 1.1/4• r 1359• ts16' aDdes ACTUAL PRESSURE REQUIREMENT FOR THE 2Am?m 4.7W Mtn.O.C./Standard w Omet Clp(Fig.162. 3901b9 39016: 450 b9 690 lbs 1644 lbs 2701bs 28010: 354100 740"s 374Th. 664 b. 91BIM 341100 442100 560 lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aoceara 4.69•Mn.O.C.I SIa.dud"OaselG F.3: 760 bs 780100 9001W 1760Ib9 3232 bs 540 b9 58010. 706 lbs 141101s 748 1b. 1272 bs 1892 ft 682 lba 885 Inc 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anonom 1.71'Min.O.C.l Standard or Oa1N LII (Flo.4: 1160 lb. 14D01bs 1010ms 25951bs WA WA 040109 WA 10651b. WA WA WA 1363 am 1770 b. 2240 lba MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Archa• 3'Mlrt O.C.! 245 EPS .5. 780th: 760 Ma B60lbn 1560(be 1690 lbs 540 ba 560 lb. WA 760 bs 748 the 680 lbs 1092 lbs 6521w BB51Ds 1120 ba CAPACITY WHICH MAY BE USED TO QUALIFY BAnoM14 3'Min O.C.! 35 Argk Olps!F .6 1580Th: /SBOIb9 1380101 3120199 3792100 1080 bs 1120th: WA 1520 lbs 1496 W 1700 t�: 3784 Iba 13631b9 1770!b' 22401ba ADDITIONAL ANCHOR OPTIONS FROM THE 2 ArcMrs 1.6'Min O.C.! 2ASA ! 7: 1660100 210010. 1140 M8 3780109 WA WA 1320 b9 WA 15MIb. WA WA WA 2045 lbs 2654. 3380TH ANCHOR CAPACITY TABLE. PRODUCI'REVISFD 4 Amhom 1.34 Mtn.O.C.I U{2 h1o.12YAWn.(Fla.8. WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 ba m complying wfib Ow FbcWh 8 A.chory 0.84•MIn.O.C.l U42i h10.125'Alam.F .8: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 286110: r-2.000°-�I Buildhlg Code 2Archae 4.88'PW.O.CJF F .10: 3901ba 390109 450 b. 6901De 1Bt81hs 270 bs 280160 354 in 140w 374th: 638105 946 ba 34111. 4421ha 560 IM Acttplutce No��- SS•O� 4Anchora VIP Min.O.CJF-Gi .11: 5901be 700 be 505 ins 120910. WA WA 4701bs WA 533 IDS WA WA WA 6821W 685 The 1120109 .250• RImli Dale ZQQ,I NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY Mizen 6ProdM' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIG.RE 9:FIGURE 10: FIGURE 11: 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. \�� .: \,YNN 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��.•'�d:.1:t•:sF "P • • .. • 8.000` 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR F�(ACT DIMENSIONS,SEE SHEETS r (.tr;,Iif1705 • • • • • ' '. • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE •O•'.�• � I L!f; • • • • • • • • CLIP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ') ••. - LJ= ATB:OF (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED %(�,0,'•., n, •'•.� MUST BE 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 TOn•� • • • • • • • • USED BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 8'X.25' A.�LYNtv'MILL�4R,P.E. DETHREADS BEYOND THE MATERIAL.7710 87712 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E,31 58705 TABLE 14A -- -- -'Mulllon CoPacU Table 05W OpeningWldth(lcr%eNcally-spandngmtlbre)orOpeningHaight(for hod2ontely-sperHngmullions) --- - -"------ - -- ----- ---- �'#�' 60 In 6D in 701n Solo 001n 100 In 120In 1401n 1601n M p Rectangular T.07daro. Rectaroular Ttoprmaro. Rectangular 7rapRdaro. Redargd. Traprrdaro. Reclangular TraprTdaro. Redargular Tra{✓7darp. Rectangular Trwrde". RedarouW Trep7dare. Rmleroular TtapTdug y 1.28"1:211" Wa6iro leading Loa9ro LoaNro Loediro Loadro Loading Lowung ltt�Ip Load leadlro LeadIM Lcamro Loadlro Laadkp Leading Ldedlrq Loa41ro syr x.126"Alum �• _ ;:• _ _ fig' ,• �a' _ a' F• 'J` Tube Mull � � 8 � d �' �' �' � � d ` ��' �. 8 to 04 m o k 42 N 144,2 5M 167.0 428' 120.2 528 1488 419 103.0 520 1389 414 90.1 526 134.8 411 80.1 526 134.1 411 721 SM 134.1 411 50.1 528 134.1 411 51.6 526 134.5 411 451 526 134.1 411 48h 98.fi 4W 1080 333 80.5 4W 94.7 3M 69.0 4W 88.4 320 60.4 4W 57.4 317 637 4W 7B.1 316 483 4W 75.8 314 40.3 4W 711.8 316 34.6 403 7flB 714 30.2 4W 79.8 $14 _ 6afl25M 823 382 91.0 301 688 362 743 294 688 36l 71.9 M9 5+.6 392 67.2 ZBG 457 362 54.6 2B4 41.2 362 63.6 2B3 34.3 362 83.5 M3 29.d 362 63.5 783 Zb7 362 8:1.5 Z8T a N 141, 670. 318 74.1 M7 686 318 64.2 2a1 486 318 67.7 268 424 318 63.5 253 37.7 318 60.8 250 339 318 49.6 249 29.3 31a q9.1 248 24.2 318 49.1 248 21.2 318 49.1 246 W C)o m 101, 49.5 268 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.8 258 37.2 207 27.6 258 34.9 206 24.7 268 33.4 2W M.6 258 32.2 291 17.7 268 32.2 291 16.6 2fi0 327 201 (p J 3 631n 42.7 234 45.6 200 35.9 734 39.+ 1B5 30.5 234 34.7 192 M.7 234 31.0 189 237 234 29.4 188 21.4 239 M.0 184 17.5 234 M.a 1B3 15.3 234 M 5 183 13.4 234 M.5 1W LU 2 66 In 37.2 213 39.4 1W 31.0 213 337 179 M.5 213 M.8 176 73.2 213 27.9 173 20.6 213 25.1 170 10.6 213 237 169 15.5 213 272 187 13.3 213 229 1W 11.8 213 22,0 168 Z U)9� m 721n 28a 179 30.1 155 239 179 268 152 20.4 17a 225 149 17.9 179 'M.3 147 159 179 18.7 145 J m a yy 761n 24.3 181 25.4 140 20.3 161 21.6 137 17.4 161 18.0 135 16,2 161 17.0 133 J O u Z 781n 725 152 23.6 133 1flB 752 18.8 131 16.1 162 t7.6 Yte Q tD Z r Q N O E 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z Anchor Ca ecly Table Obs) 1< Q } ANCHOR CAP.,T,,,., mo g 9✓alole 2.lk Cmcrele 3.6k Cmc. Ilonow CMU Faed CMU PT wooe udel (DP,.,}X( )=ANCHOR CAP.,,, fn B 6116"Ella 11e SS Eko 5116•Elco 114'SS Etc Wasted 012 SI.1 X12 Sleet MULLION CAP.,,",,.,", (n Anchor Type wis•Eko Unman 11e Elro Uardm 3116'Elco Ulb ton 174'Elco Uluacm N AnehorCllp Petlnma U9rsm AgOeGatar Inkacm AWg Gdo7 &W(eG)8cre4(G5) 8crew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR X Y 7C EqR mslarce n r z-12 r 2-12' 3.1rB• r 2n2• 1• z-12• r 3-v6• 7 0.45• a.61' 5.324• CAPACITY REQUIRED'CORRESPONDING TO AN F rq Emeeonmt MY 13'4' +ar<' 1;1x4• tare 7 1-114' 1-v4• 1-114• 1-v4• 1-ire 1-v4• r 1.8'a• +a'a vales ACTUAL PRESSURE REQUIREMENT FOR THE O a Q .0 4AMhDM 3•Mkt.O.C.r 2r6A Ca / 1' 7801oe 7801os 6801oa 1580 Rn tag6lm 54B10a fifi0los w0. 7W IM 74a Me 880 Ra 1892 as 662Ibs 6x606 14301bs OPENING,WHEN IT IS LOWER THAN THE MULLION Q O O CAPACITY(FROM THE TABLE)OF THE SELECTED g, � Z m0 s:0 MULLION,IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY F ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. lB niplyi R13VIShD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. us complying 1v1d1 the ploridll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Buildu1g Codd 1lOG2t� G A1.01wceNo FIGURE I: 3 LION BKpiration nat4 12b 21 3)MULLION AND MULCLIPS 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, 2.116' By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade a ANGLE CLIP MUST BE USED IN PAIRS. 125• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �` s�(%YNN I;;� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r 1,0,.• ••.�(� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BE AMINIMUM OF.125' 1 �i`� �1C6'1SF ''•'� 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.125'MULLION Q' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =is N:1.58706 THE MATERIAL.#10 81112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. !! OF f'.. ........• A.LYtJNIMILLbi,P.E. FL P.E.0 68705 TABLE 15A ---- - - --_----- mullion CgoolryToblelbse) _- -Opening Width(for sedlcalVsparrirgMillions)crOpeningHeight(for hiadwYelty-sparringmlifios)� 50 b W N 70 in 601n 901n main 120 In Me In 1601. 8 O Reelangular heplydMo. Rael.W& Treplreeng. Rac+ong0lar Trariltarq. Rectengfu TrepfTeeng. Rx+mgAer TreplTdarg. RedengUar TrepRdanB. Rectangular TreplTdeng, Rectargutar Treprtdeng. Rectangular TreplRlen9. 3.2V'30 Lowing Loadlg Loading Leading Leading Leading Leading Leading Locoing Loading Lending Loading Loading loading Lending Lending Leading londng oY U DEO.AL BAY MULL N B � tl $ � � s a a a 5 a s a s 8 a� b _ 3 �� •m LU s aE a �g bE 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 Bee 170.0 606 170.0 971 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1188 170.0 521 170.0 1735 170.0 621 USA 1740 170.0 521 J w 481. 170.0 708 170.0 624 170.0 1150 170.0 5B4 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1622 1622 170.0 600 130.5 1522 170.0 669 114.2 t5n 170.0 680 50.8261. 170.0 747 170.0 581 170.0 998 170.0 631 170.0 1048 170.0 084 170.0 1195 170.0 723 170.0 1315 170.0 747 164.2 1443 170.0 766 130.9 1443 170.0 756 117.3 1443 170.0 766 1026 1443 170.0 156 w o o Q 54 h 170,0 797 170.0 012 170.0 958 170.0 691 77x0 1118 170.0 764 170.0 1276 170.0 803 160.1 1353 170.0 837 144.3 1353 170.0 5% 120.3 1353 170.0 661 103.1 1353 170.0 881 90.2 1353 170.0 861 m BO k+ 170.0 667 170.0 701 170.0 1063 170.0 7W 187.0 1218 170.0 676 148.1 121a 170.0 914 129.0 121ll 158.11 936 116.9 1215 152.1 924 87.4 1210 148.1 913 83.5 Via 140.1 813 73.1 1218 146.1 913 F• L J 63 In 170.0 930 170.0 745 110.0 1116 170.0 850 150.2 Me 168.8 9.33 131A +150 153.0 914 116.8 1160 141.0 090 105.1 1150 134.2 865 67.0 1150 126.7 871 76.1 4160 128.2 070 65.7 1150 1262 610 w 66 in 170.0 W4 170.0 789 152.4 1048 165.11 081 130.8 1048 146.8 B04 114.3 1045 133.1 850 101.6 101!1 123.4 gag 71.4 1048 118.8 630 76.2 1016 109.4 821 85.3 1040 105.2 5fa 57.1 1048 108.2 818 Z 3 J21n [41.7 080 147.8 781 117.4 e80 12(1.0 715 100.8 660 110.6 734 a8.0 aeD 100,0 7n 78.2 850 92.0 712 70.4 Bag 60.2 70.7 56.7 880 793 693 60.3 BBO 76.6 688 M.0 0B0 78A 686 , gZ 781. 7B0 125.1 890 B9.B 700 100.4 876 85.5 790 97.3 683 74.0 790 03.9 562 66.5 180 78.9 043 59.0 770 71.7 (135 48.9 780 63.1 821 42.e 780 821 819 37A 700 01.3 817 "1 ¢ a 781. 750 116.3 857 92.3 J60 98.1 041 78.1 760 85.8 632 892 760 77.1 821 8+.5 760 70.8 612 55.4 760 63.7 005 46.2 760 69.4 591 38.6 750 68.2 588 31.8 750 65.5 588 Z ¢ Q N O 00 in 563 74.4 500 60.1 563 620 491 51.5 563 04.6 483 45.1 563 48.8 475 40.1 663 M.4 468 361 563 40.9 462 30.0 667 311.2 452 25.5 563 33.3 445 225 No 31.8 442 F W Z 00 O 98 In 493 61.1 443 49.6 495 51.5 435 42.4 495 44.0 427 37.1 495 39.9 421 33.0 495 38.1 415 28.7 493 332 409 24.5 495 29.1 400 21.2 495 26.6 394 168 495 25.0 390 f/1 w JS o 108in 391 42.6 353 34.6 3B1 350 348 29.e 301 31.1 312 28.1 391 27.6 337 23.2 391 2l.9 333 20.9 391 22.0 326 17.4 SBf 18.7 321 1l.9 39f 17.0 315 1111. 370 392 335 32.0 370 33.0 330 27.5 370 28.6 323 24.0 370 25.3 ]20 2f.4 370 22.8 310 19.2 370 20.8 312 18.0 370 1B.1 309 p (1)317 30.9 289 26,3 317 28.0 284 21.7 317 22.6 250 18.0 317 19.9 276 18.8 317 17.9 273 QQ 220 17.0mOBLE 15B ,p ANCHOR CAPACITY ADJUSTMENT FORMULA: � a Anchor Capacity Table be ANCHOR CAP.,,o,,,,,• Substrate: 27k Corcrete 3.5k Cone. Hallow CMU FUM CMU PT Wood Molal (DP,)X{ )=ANCHOR CAP.,,, 5116'Eko 114'SS Etc 5115 Elco 14'S9 Eko d1D Slee) 0412 Skd 012 Steel MULLION CAP.,,,•,,,, Anchor Cllp Patterns Aneha Type. y1SElc0Untmon +14•Moo Mum U7econ y1S Eko Uluecon 1/4'Ebo Ullrac°. AggeGa+or Ulric. Ap9reGetor Screw(G5)6crcw(G5) Serew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edpa Lti tante(mY +' 2-3rz• 1• 2-1rz• 3-ue• f• 2•trz' r 2-12' 2• >•ve' r 0.4e• 0.64• 6324• CAPACITY REQUIRED'CORRESPONDING TO AN EmDMmaAI M3 1314' 1-Y4' -77-7-1-331 - 1-1fd' 1.1f4' 1-114- 1-114• 1-tl4• 1-114' r f3rS 1.718' le.ea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctnre05'N.O.C.1(2)245 Anale Cip.I(Fig.1T 3901b3 390 bs 4501bs 090ga 1700 ms 270 ars 2BO Iba 354104 740M 374 lb 720Ibs 0481bs 3411os 4/2lbe Seo roc OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arolaro 3.5*Min.O.C.I 3295.4 Caps I(Flg.2r. 780 bs 7801). 190 be 1B701ba 2525 ens 510+no 5801W WA 1120163 7481te 8801en IBB21bs 8g21bs BBS Ida 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 6A hm 271•kes0.C.12295 @ /011,31120Ibs 11201M 85BIb8 n481bs 225/Ibs Wq 0401he wA 10591M wA u2oma wA tonna 1327ua 16e0b5 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. fRODUCt REVISED FIGURE 1: m complying with Iha NoWii TABLE NOTES: Rullding Cock Acceplontt No)��r(�•�� 1]SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pAtlw Dale Zp 2� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi Oedo lmduct FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,1 y;I I I 1117 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. e ro FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -�'~ <,••�1f£l•1:?F r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3'250" FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED - ; L* di di YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF A25' (/l• ',p J G I ((!_ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' SHA THICK N GAUGE).STRUCTURAL STEEL TO BEAT 311'\BAYTE 01;LF1�ST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MU (), P THE MATERIAL.4310&iF12 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. •.,F•1.GR+0. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYNN M{C &,P.E. FL P.E.#58705 AFILF 16A Opening Width((orvorl cely-sparring mIllions)orOponing Height(for todmnlaV-sparying mUlions) -- --- -- ---_ -------�- -- -- SQ 50!n BO In 701n go In 901n loo In 1201n 1401n 1501n p ReelsNuI TrWrden9. Reelanodw TreOMM. Rectangular TrepliduV RactaNder Trepfriv, . R.elenom TrwTdan9. RaelanIM.r T-pRd9N. RmtawAw Tfaim "'. Rectangular Topr7deng. ReclmWfm TrWTdui% o 3,26"46 loadng lnednB Lwhg Loe•ng LoediN Loafing Loadne Losdn9 Loedn9 lAadn9 LnJng Loading LoedurB LoadnB LoaQn9 Lo9•n9 Loadn9 LoaAn9 c� V DEO.AL aD b �• y ?' _ z^ ,o^ 2: 2> i2 BAY MULL `�^ 'gp I�j• °� $ '• $ $p q 8 1oa p^ 3 �p J 3p d 3a cS 1^t S �1t 'u$ S{! yg• @ R $ C L t►�c e ¢g 0 8 w� G !g E 2 ci C. E � 1. $ C. $ $6 N yy LOQ F 0 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 686 170.0 SM 170.0 892 170.0 619 170.0 1110 110.0 521 170.0 1240 00.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 J W J W 46 In 170.0 708 170.0 521 170.0 850 170.0 586 170.0 9972 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 163.1 1837 170.0 680 140,3 1637 170.0 ON 122.8 ISM 170.0 660 � S 50.e25 in 170.0 747 170.0 503 170,0 ON 170.0 631 170.0 1048 170.0 664 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 768 147.1 1552 170.0 758 128.1 1552 170.0 750 110.4 1652 170.0 756 W 'o❑ 0 54In 170.0 797 170.0 812 170.0 BSB 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 155.2 1455 170.0 BSB 129.3 1455 170.0 881 110.0 1455 170.0 661 87.0 1455 170.0 881 m O ~ M 00 In 170.0 885 170.0 701 170.0 1083 170.0 787 170.0 1210 170.0 076 157.1 1700 170.0 944 139.7 1309 170.0 096 125.7 1309 163.5 904 104.6 1308 157.1 902 88.8 1309 157.1 002 78.6 1309 157.1 982 F- 03 - 031n 170.0 970 170.0 745 170.0 1118 110.0 1150 1628 1247 170.0 940 142.5 1247 184.5 883 126.7 1247 152.0 965 114.0 1247 144.3 952 95.0 1247 138.2 We 614 1247 135.7 935 71.3 1247 135.7 835 � W Z) 66In 170,0 974 170.0 759 170,0 1189 170.0 003 U0.4 1100 1617 905 120.8 1190 147.0 845 116.4 1190 130.5 826 187.9 1190 1284 811 86.6 IWO 110.5 e86 74.2 1160 118.1 693 64.0 1190 1181 893 z to z S721n 181.6 1010 169.5 077 134.7 1010 144.6 850 1154 1010 127.2 842 101.0 1010 114.7 828 80.8 1010 105.6 817 80.8 1010 Beg 507 67.3 1010 00.0 795 57.7 1010 87.8 700 50.5 1010 67.7 708 ?& W 76 In 137.4 BOB 143.8 792 114.5 908 122.0 715 08.1 NO 107.1 781 a5.9 808 902 749 76.3 208 88.2 738 68.7 908 82.3 729 57.3 1108 74.7 7t8 49.1 006 71.2 710 42.8 BOB 70.6 708 NZ J Q f 781n 127.1 881 132.5 754 105.9 861 112.5 738 80.8 661 98.6 725 79A B81 80.5 713 70.8 861 81.0 703 67.6 061 75.4 694 53,0 881 65.1 601 45.4 W1145 39.7 681 81.7 672 H Q Q N O ea In 62.7 048 85A 574 66.0 818 72.1 584 59.1 848 62.0 554 51.7 815 56.1 545 46.0 848 50,8 537 {1.4 618 47.0 570 M.5 818 118 578 28.6 25.8 618 38.5 507 ZQ m ZF LU e �o 2-5so in 88.2 506 70.1 SOB $84 See 59.1 499 48.7 See 61.1 491 42.6 588 45.8 453 37.8 566 414 478 34.1 568 38.1 470 29.4 See 31.4 459 24.3 21.3 580 28.7 447 �10e In W74 405 70.8 449 {1.2 799 34,2 448 35.7 703 20.9 442 37.7 367 2fl6 140 28.8 362 23.8 NB 281 377 20.0 410 22.7 386 17.1 150 449 18.8 356Lu111 k 385 30.6 425 37.8 379 31.5 425 326 377 27.8 425 20.1 381 24.5 425 28.2 362 22.1 425 24.0 358 184 425 2727 350 10.8 p 1201n 331 20.1 384 28.0 328 24.8 384 25.8 321 21.0 384 228 317 19.4 384 208 3U 17.5 384 10.7 308 144 In 233 18.8 253 17.1 230 O.. Z m Q yQ ABLE 158 NCHOR CAPACITY ADJUSTMENTFORMULA: w � Anchor Capacltv Table fibs) LLL HCAP.,,a,,,,, Subsl.le: 27k Concrete 15k Cone. Ho6o8 CMU F9ed CMU PT Wood Metal (DP,)X( )=ANCHOR CAP.- 5718'Eko 1/P SS Eko 511G Elco 1!T SS Eko HO Sleet 81261.1 812 Sled MULLION CAP.,,,,,,,, Anchor Clip Pattem2 AnCborType: 3/1�Eko Ullmcan 111'Eko UNaoan YIB'Eko Ul6men 114'Eko UNecm human n90SS Ek 111V EI, 14-SS Ek $10 SI05)screw(05) suety(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(In): 1' 2-1Q' 1- 2.1/7 3.158• 1' 2-Irr t• 2-t/! 2- 3-158' 2• O.4B• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(Ink 1-34' 134' 1-354' 1-7W' 2 1-tA' 1-114' 1-114' 1-154' t-114' 1.1/4' 2' IJ1B' tare' wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhore VNm O.C.! 35 r .1 390150 3901x 4500. 0901b. 1700. 270f 280 lbs J54Ib9 TAOIbs 374 HIS 7201bs 948 @s Ti lba 442150 Wee OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchd9 3.5'Min.O.C.r R)354 Cipa r(Fig.2): 18010.7 760 IM 79016s 1-70 It. 2525 U. 540 ms 5601bs WA 11201M 7490, BBO lbs 18921. 8e21be 885[be 112019 CAPACITY(FR CM THE TABLE)OF THE SELECTED 6Anch- 271'h9n.O.OI236A0 C4 ! .9 11201be 11201bs 956lbs 2246111. 2254.4 WA 840 ft wA toss lm WA 13201W WA 1022IDS 1321169 16609. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: u C-plying with 991 FIOriA TABLE NOTES: Building Aca:ptancc No Code 1&•oze-Aps • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. E.iralion Dwe 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Miem' lnodud FIGURE 2: 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'QBAY \G,.••""'•••<<(;� �� • • • • 1\ Crbl S�: 7 FIGURES SNOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •a •' J�- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r)O.50.505 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" •;,�1�,�" $ v :. f THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (/ _ 1fif LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •'.. ;;Tp;(•,Or • THE MATERIAL.#10 d#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. .. �• `'. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. X11, •/(')nl1\• FL P.E.#58705 -� 1.000^ r- -y 1.00D- �- 1.062'-1 - ---- 740" . -- - - --- ---- - .. �. .------ -- --- - f - --- ---- ----- - --- `4� I --- -t-I .125' --i 1--.125' -- - --- - d iv a 4.L125' .125°STANDARD CLIP 4.000' 4.000' 5' 2.000' 6063-TO ALUM. I 2.125° 2.000' 11 lie BANGLE CLIP •125' X-SECTION 3.6 A 6083-T6 ALUM. Ln I I 6063.76 ALUM. X-SECTION ,125' cq E m .125' •125" X-SECTION N 7- Z - U) .125' O UJ -.126 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .375' • DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE 7ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m D_' In 1'X X.1 1'X4"X.375" 1"X4'X.375' I 5 HOLE DIAMETER ANCHOR DIAMETER+1116'. m 00 O 0 MULLION MULLION "T'-MULLION 5.000" Z 0) 8063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 3125° CUTHERETO _ 375' Q f0 X-SECTION XSECTION XSECTION .375' --'-I_CREATE FCLIP,SEE '37� MIN. y J MIN, DETAIL F.SHEET Z 1.250' ,375' Z W 1 m r-------- I r-------i - r--------- ----------� .375' >P .w CENTER OF 1.250' 1,250'- I I I I I ANCHOR HOLE j j MIN. � Q Z I I I I MUST LIE WITHIN i I Q EL o rra I I t I I THE DASHED I I I I I F BOUNDARY.SEE I ~ p Q N p 2.875'x- --- --- SHEETS 520 FOR F 1I Q Z.z m I I I I THEANCHORO.C. I I F Qo.o F I DISTANCE. i I Z� B 3.94" i I I i i MAXIMUM I I 3.250' 3.250' I I I I ANCHOR HOLE I L11 I I I I I DIAMETER: .100' .100' .100" LL ______J i.._ I ANCHOR I I L) J In ______- DIAMETER+1116'. L_____________________� Q z O 3 .100' 2X5ANGLECLIP 9 mO ---T ° _�• STANDARD6063 TB ALUMp 8083-TBLALUM. 60TOPV EW ALUM. c --1.820'F--- I --I ,820' F-- --i .620' H- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.26'X 3.25'X.100' 1.25'X 3.25'X.624' 1.25'X 3.04"X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In)For Mullion: Dimension Value(in)For Mulllon: 6005-T5ALUM. 6005-T5 ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER 1116'. F 3.68 --1-X- X F 1.838 1.25'X 3.25" X-SECTION X-SECTION X-SECTION G 1.000 .125' 0 0.500 X.e24' H 2680 Aluminum H 1.436 Aluminum 3.469' 5.500" I 3.000 Tube Mullion I 3.250 Tube Mullion 2.661" ,125' .375'_ .375" F 3.187 1'X4'X F 2.625 1.25'X3.94' 1.377' .125' 1.877' I MIN. G 0.757 .375 G 1.125 X.624' H 2430 Aluminum H 1.500 Aluminum ?riJUCI'REVISED j-'- ----j I -----'-j I 3000 Tube B'T I 3.250 lube Mullion :n complying with the Florid, I I I F 2250 1.25'X3.25' F 2.813 30'Bs Mug Building Code I i I I i G 0.760 X.100' F 2.076 45'Ba Mull Acueplv,ce No(6-CVLI$.03 .125' I I f l 1.500 Aluminum E PitNI Date 9021 .125" 45' 2.250° I I I I I 30° I I I I I 3250 Tube Million By I I I H 1 3.250°q5°BAY MULLION I 3.250' i i i TABLED 61i Dade pro 30'BAY MULLION I 8063-TBALUM. L_______ I I �_ _____,, Mull Dimension POT Part `���`�,.(�v NN„�1I///'/� 6063-TB ALUM. I X-SECTION J X-SECTION I I (sheets) Mulllon Std.Clip DttmtClip U-Clip Angle Clip pN,.••••"••., 1'X4°X.125'(10) 69384 668111M 6681122M 6MW241M 866518M ��,`2••''ti�CENSC; i OTOFFSET CLIP 6083-T6 ALUM. V X4'X.376'(11) 66610 666112M 8661123M 868242M 666519M _' r .228" {-.901"� TOPVIEW - 1•lu. 0.+ -226'. 4--.981-4 1'X4'X.375 7(11) 66653 666112M 66e1123M SW242M 666519M ''' - NOTES: .740' 1.25'X3.25'X.100'(13) 20100 8601127M 6661124M BW2410M 8865115M _ '�. `_ LY•-- 1.25'X3.25'X.824'(14) 20181 8661128M 6681125M 6662411M 686511SM INS 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.94'X.624'(15) 20162 6661117M SM1126M 668241M 688517M Op S`,��� '•'•rte 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 WA WA WA 6MI10M '���� •.,FLUR10�:•',`�C%••� 45 Degree(20) 88850 NIA WA WA 6685111 M ((rr`��a��']',• 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LHNP, FL .E. 58705 TABLE E Mull Dlmenslon PGT Parta� --- - - - - ---- ----- -- --- -- --------- - 3� F� (sheet#) Mu{lion Std.Clip U-Clip Angle Clip _ � -�r-•125" ` --I�--.125' --II--•125" -�-- -- -- - k$C! 2"X4'X.25"(16) 68602 666261M 666271M 6885112M 0 2'X6"X.25"(17) 66604 666262M 666272M 6665113M I STANDARD CLIP UT U-CLIP zX5 ANGLE CLIP6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUMX-SECTION 2.125XSECTION 2.000' X-SECTION 04 NOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125' .125' J- .128' U) F DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -- Z N 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATEO I--1 480,--I ~ HOLE LOCATIONS. 1,4g0'� J LU 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ 5.500"- CUTHERETO w U CD o !n 3.500' CREATE F-CLIP, 5.000° _ 375' m � "� 0 2.000" .375' _ _ .375° .375' �- ��MIN. O Z cq y SEE DETAIL F. MIN. r SHEET IF-MI F_ J Z ❑ I I I I I ❑ 0 ]z I I I I I J d V Z 4.000' j - i i i Q J .259'- -I--- - - ---I- - 3.438° +- 3.438" liT--------1 F L) ZZ Q p 2'X4"X.26' I I I I Z N r MULLION I 1 3.436° I I Z Z r0 6083-T6 ALUM. I I I I I N ¢ ••p pr. X-SECTION I I I 375° V) Z rn $ L---------------------- MIN. w 0 -- --- Of �- STANDARDCUP 2X5 ANGLE CLIP U-CLIP,8063-T6 ALUM. Q Z O Q CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. In y WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SED FOR 2'TOPVIEW ION,SHEET 16 WITHIN THE DASHED BOUNDARY.SEE TOPVIEW Q. N �•0 s•O SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE -DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER i 1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE j I-^-2.000'---1 375, 3.500° CUT HERE TO DIAMETER:ANCHOR DIAMETER+1116'. --5.000" �I CREATE F-CLIP- ,375' Q SEE DETAIL F, .375' MIN. r-SHEET4 MIN. Pe MIN. .375' ------ ------- ------ -- -- r---------------------11 - I I I I I I I I I I I I GDUCTRrVISED I .� j I I i u Complying with the Florin I I Building Code 1(o-0 18.03 1 I I I Ac.plm No I I pilntian Date Q�7 1 I I I I I I I By .250,0251- 6063-T6 6.000' 4 - - --- --I- 4.688' tee- r- 5.438„ tee- +--------i Mt .0% fill I I 5.438' 5.438" I i 4 7� 2'X6'X.25' I j I i I NC1�,.• 1�CEi`7SE ••,F� .- MULLION I I I ri 6063-T6 ALUM. I I - N0.56705 _ i X-SECTION I I I I .375" -- -- I 1 -- n (/t I 1 L------ MIN. STANDARD CUP U-CUP 2X5 ANGLE CLIP ALUM. 6063-T6 ALUM. 8063-T6 ALUM. TOP VIEW USED FOR 2"X 6'MULLION SHEET 17 TOPVIEW TOPViEW A.LY }v11LLER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF*60.01-60.0 PSF. L-.NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THATA 1'WIDE MULLION IS SUITABLE;THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING ® ply u -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"ANO WILL MEET OR EXCEED THE REQUIRED-- \ DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE tex$4' t SEE `SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD x FENESTRATION DETAILS, 4Y K PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. X02 g v APPROVAL 2.3 �- FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH=70')HAS ADESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72- OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION - LENGTH — - 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)912 ANCHORS AND THE 2X5 DO �•; ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 865 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z 9- N D 7A1Ls, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL sHEEYS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -U za INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. e y IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 FOR THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m o NO ANCHORS IN WINDOWS[LL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (n 32----1I--32' --1 F--hULL WIDTH (60 L8S l OPENING WIDTH (60 PSF)X(72 7 PSF/-524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) m Z _ THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A DESIGN PRESSURE OF 450.01-55.0 PSF. Q r �• FOR THE VERTICAL MULLION: Z~Z Q N `o 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105'AND THE OPENING WIDTH IS 39'+36'+l"=73".REFERENCING SHEET 25, Q Zco o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 23/8'AND WILL N fn$ o•r EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. V5 v W D MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1"X 2.76'X.375"MULLION(LENGTH=108,OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+I-15.1 PSF I JE _IAND WOULD NOT BE SUITABLE FOR THIS APPLICATION. QzFROM TABLE 12A SHEET 16,THE 2-X 4-X.250"MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z yoSEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .Os o `SEDETAILS, ej o mw 32• FENESTSHEETS BECAUSE ITIS NOWKNOWN THATTHE MULLIONWILLADD 2"TOTHE WIDTH OFTHE MULLED UNIT,THE ADJUSTED OPENING V410TH IS 36'+36'+2"=74',NOT73'ASPREVIOUSLYPRODU2-3 \ ASSUMED.VERIFYTHATTHE DESIGN PRESSURE IS STILLAPPLICABLE FORTHEADJUSTED OPENING.ALTERNATIVELY,THE WINDOWWIDTHSMAY BEREDUCEDTO MAINTAIN APPRTHE 73'DIMENSION(35-112"+35-1/2-+2'=73'). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALi 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` - - USING THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8, DETAILS, DETAIL E, OPENING SHEETS 2a SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HDR17MULLION TYPE COULD BE CHOSEN. MULLION 72 PROi)UCT REVISED /// /// 1 THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=l 06'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE it comply'uy wiBl hie Florida USED.FROM TABLE 12A,SHEET 16,THE 2"X 4-X.250-MULLION(@ LENGTH=42°,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSP WHICH EXCEEDS THE peer I�C�odNo 16-021 S.0,3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. -pimlion Nate /f�7,) SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.INTHIS EXAMPLE,ASSUME THE CMU JAMBS ARE B' By SHEETS WIDE,IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH Mien Dade Prodtrt 2-3 (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 111 I I l _ ANCHOR CAPACITY OF 521 LBS. �oO�A( IYDIW 4117 3r,How. f II 36',HORIZ -�7 F— 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 126 FORTHE U-CLIP SHOWS THE ANCHOR ��NZ%`�• ',1CVN3E MULL LENGTH MULL LENGTH�IIII CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICALMULL—�1 ANCHOR TYPE IS A#12 STEEL SCREW. NO.;)9705 ' FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; •cl 9 +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; -FI•, 711-' +1-170.0 PSF FROM THE 36'HORIZONTAL MULUON ATTACHING TO THE VERTICAL MULLION(INTERSECTION). •:() 11F 0- THE LOWEST DESIGN PRESSURE IS+1.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. `•'f`,!LO(tIDN'•- VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILIL1 R,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.• FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALIfRIANGULAR LOADING: a �' a q _ NQ,� I 8 IPW PW ° G PW 6 I o z N SHIDHSH1DH SH/DH SH1DH i PW PW O Lf) km --- -- _ -- - --- _ - -.. -- d W -- _ Cooo / / o Q LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION / m M ~ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / / /HINGED ~ J DOOR I SGD Z m •� LOADING OF VERTICAL MULLION ? to] ` W PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d �y r r .- PW j Z Q�Q Q N O I Q W Z _ I PW W j PW 0-' Q fn U1 SHfDH SHIDH Z Q Q 101 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONI I PW PW HR 1 - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I PIA HINGED DOOR _PW _ PW I NOTES: %itG41UCf REVISED complying wish dw-Ftoddo 1)DRAWINGS ARE Ruilding Code -- - _ RERESFNTATIONS OF TYPICAL Acmr4.,m No p j PW CONFIGURATIONS. fmli Ome ZOI-rl- I PW - - CONFIGURATIONS NOT SHOWN/ D MAY BE EXTRAPOLATED FROM ByMi a hoduU oo - THOSE SHOWN. 1 ,....... j 2)IF THE LOADING TYPE CANNOT \\� �� I BE DETERMINED,USE I � i.,i .• rfl•1� ., I � RECTANGULAR LOADING. PW Pw PW I 3)SEE PRODUCTS'APPROVAL FOR ` /�� No.5870:> - I / ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION a / `v•,,� I / :.!fY PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I SGD -�C�.' :'fA"f-017 I - LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MIF-.4�Rt I'.E, MULLION MULLION FL P.E.#58705