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7/1/2015 Florida Butiding.C.ode.Oniine E r —teams W _ tq s K� a �,, � 11 Its: C�V13irfi"'r1i SCIS Home Log In User Registration i Hot Topics �, Submit Surcharge Stats&Facts E Publications f FBC Staff SCIS Site Map Links Search Bus nes Professit(ha) l 4 ProductPublic User Regul tion Product Approval Menu>Product or Aoplicetion Search>Application List>Application Detail *x1,111 M FL# FL1435-R16 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE s°i Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https:liv ma -floridabt ilding.org/pripr app dti.aspx 1/3 7/1/2415 l=lorida Wilding.Code Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved 06/25/2015 summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200.odf pressure, size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-200 Evaluation.odf Created by Independent Third Party: No 1435.2 SH -200 HD Aluminum Single Hung Window (with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification 200HD.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200HD.r)df pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-20OHD Evaluation.odf Created by Independent Third Party: No 1435.3 SH-400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-400 Certifications.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21/2017 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 I1 SH-400.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-400 Evaluation.odf Created by Independent Third Party: No 1435.4 SH -500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI-14,35 R16 C CAC SH-500 Certification R14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-500.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent.Third Party: No Evaluation Reports FL1435 R16 AE SH-500 Evaluation.pdf Created by Independent Third Party: No 1435.5 SH -800 WinGuard Multistory Aluminum Single Hung Window Limits of Use _ Certification Agency Certificate Y Approved for use in HVHZ: No FL1435 R16 C CAC SH-800 Certification.edf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/07/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-800.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports https:/nmvw.floridabuilding.orgfprfpr_app 01.aspx 213 GENERAL NOTES 1).THE ANCHORAGE METHODS ISHOWIJ'HAVE BEEN DESIGNED TO COMPLY ANCHOR.LOCATIt3NS&$PACING WITH THE FLORIDA BUILDING CODE FOR.THE DESIGN PRESSURES LISTED: 2)WOOD BUCKS DEPAS'ICTED1X ARE LESS THAN 1-12"THICK.'1X WOOD ADD I ANCHOR' s 52-118`MAX.BUCK �! BUCKS ARE OPTIONA IF UNIT IS INSTALLED DIRC-CTLY TO SOLID AT MID-SPAM i CONCRETE.WOODBUCKS DEPICTED.AS2)(ARE 1-Ur THICK OR, FOR WW>32" 6"MAX. 521i8`MAX.EtUCK MAX.'�-� r•_- GREATER;ATTACHMENT METHOD OF WOOD,BUCKS SMALL.BE DONE BY ,� _►f I JY MAX. 4-418 MAX i OTHERS: 3)SEE TABLE FOR MINIMUM EDGEDISTANCE FROM CENTER OF ANCHOR . 1Q"MAX. i TO SUBSTRATE EDGE.(EXCLUDING FINISH OR STUCCO): ,a.„. 4)SHIM EACH ANCHOR LOCATION'WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OFTRANSFERRING.APPLIrD LOADS:, a f ' MAX 1'i tf2' -MAX:. •5)ANCHORS SHALL 8E COATED OR CORROSION RESISTANT AS.APPROPRIATE FOR SUBSTRATE MATERIAL;DISSIMILAR MATERIALSSHALL .BE',PROTECTED AS REQUIREDTO PREVENTREACTIONS;N1)MINUM SHALL 72", 75" BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED Ihf THE MAX. i j.. FLORIDA BUILDING CODE. - MAX., d BUCK 6j ADHESIVE SEALANT SHALL SE,USEDBETWEEN SUBSTRATE AND FLANGEORFIN.OVERALL SEALING/FLASHINGSTRATEGYFOR WATER RESISTANCE OF INSTALLATION SHALLBEpONE BY OTHERS. 75". �J MAX. �1 7)MATERIALS USED FOR ANCHOR EVALUATIONS WFRE SOUTHERN FINE,. MAX. el I f Z.7;KSI CONCRETE ANDCONCRETE MASONRY UNITS COMPLYtNGWITH BUCK ti[4 1 ASTM C-00.GLAZING COMPLIES WITH ASTM EMD: 8)THE X1/3 STRESS INCREASE WAS N&USED IN THIS ANCHOR k .6"MAX' i -EVALUATION.THE-1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF VdOGO SCREWS. 1 "� s—4'118”MAX 9)IFTHE EXACT PRODUCT SIZE IS NOT LISTED INTHETASLES,ALWAYS FLANGEEOAL;.t EG'FRAME FIN FRAME, ROUND UP TO THE.NEXTLARGERVALUE S ^�U^'•^• TABLE is FIN 8 FLANGE WINDOWS TABLE 2i FLANGE WINDOWS TABLE 3:FIN WINDOWS *,,Ur' ixa Dcsi'rt Pressors Certlticlt(un Min Edge Mm. Mhi.,Edge' M;n, Numbers TestReports ffA,,ch-TSymS Stlbslrale AlxhOrTypa SubsUato Dist Embedment . Dlsl. Embedmtalt._. i-112%.135 75" 60 .' 70 ; 190-23L 477 FT 1 5725 Wood,(Soathern Pine) TAG" 1-wir Rooting Nair WOQd(SaUI em Pine) 318' 1.7116 Steel Stud Gr 33 9/3' -045(18 GA) 2-112 a_131" Wood(So�ihem Pi.w) 2fir 2,7t1G" Aluminan•6D TS, 316 1f8 Common NO 7B" ^' 012 P3nM.rasf 5116 LAM) , Steel,A36 318" 1 SMS Wood(SoNlmm Pine) 9116" 1w(rl _..r.. ' 3116 Masorny Concretez 't" f3F&' GLASS NOMINAL I 11 '118"ANNEALED #1oTrescltaod. wx!(southern P ©) 7i1s 1Nt9 'Anchor" HoliwrCMU 2-112' t-314' Scmv. bV Q90",DUPONT�� GLASS NOM FOR ALL tAUALSIJSMWTss,scncsrWaw1�!WSHALL MAN'.1.11,MEAPS pVBINTERLAYER" i BEYoOINS'cEFACE WsMATMAL. AIRSPACE 116°°ANNEALED t 118 ANNEALED GLASS if .ri GLASS a...ar ar tm."r. Ds'"aCAa"bLtesrrppGArANTAuaF J.ROSQ'NSKI 03125+11 RtGID VINYL m�,ro�rx.....� ,� neh 112"� —T.. Awm u.munna rscm% x+ rta•lcr�ous:+ux:- NOM. i r - _ ;Z7 107NOKOb IS,F�3S27B --T� - VE DOW 119TJ �( ( FLCERT,OFAUTFI±27211} SINGLE HUNG INSTALLATION SILICONE s A:Lynn Millei.P.E. s..�.sAw ser a„-lvrnr. rnr. i P-E..T58705' Shiv09.: t41S :14'1 of 4, 2032511JR, INSTALLATION WITH FLANGE FRAME' -_....... ..,._,.(FIN REFAOVEO„}' - _ 'EDGE, DISTANCE_, I EDGE T�I i _) n DISTANCE w....y 1 I i ! /III PBS �! �L EMBEDM4E1')T / �, i EXTERIOR EMBEDiMENT 1 IC WOOD 1 SHIM.�„'��.�r1�1*• :'.s���ti��_`" _-� _Yl* .'a._� ,..��� l�/ i I I E CXiERtdR. C�.s I,SSul3s..pSATE�`•. I I - EXTERIOR HIM I I FL/tiNGE FRAME_ __._. ! JAhRB WSTALLAITON _� (DIRECTLY To SUBSTRATE) F111NG.E FRAME, FLANGE FRAM[: ){EADTNSTALLATION HEAD INSTALLATION _.....__- __.d....._... (DIRECTLY.TO SUBSTRATE} (USING 1X BUCKSTRIP) EXTERIOR Fe 4 NO NO ANCHORS t ANCHORS REQUIRED1 pp REQUIRED !. BStR' WOOD y , --,r—J _, FLANGEFRAM1iE, s r SHIM f- fw�, r' <-�L (r .. .JAM INSYAkLAj Qtd SHIM' /�_ ' (USING 1X BUGKSTRiP) I WOOD LID iT _.... ;FLANGE FRAME, ( TRATE . SILL INSTALLATION :?...._ 1 , d (DIRECTLY70SUBSTRATE) FLANGEFRAl:AGs " +_ ` .. SILL,INSTALLATION .m—At u—.. Babe SraramwmMlxr�raiuraax�a � (USING 1X SUCKSTRIP) J.ROSDWSKI 03125%11 RIGID VINYLis a � ow: ra.sm.,c. _... sRtunwcawrr.Horoarrattwm� .. TIWT6EWA[NpHFRCKFDN Mwfi.�elKaa?Tl#.GaI3sS6DflW'7tJN - 1L9i[UXf�fG/fdI1SfR£S. - .INSTALLATION NOTES: - 1)SEE SHEET T'FOR SPACING REQUIREMENTS.' 1010 TECHNOLOGY MIS NOKOMIS,FL 34275 2)SEE TABL.E2.FOR ANCHORAGE AND SUBSTRATE REQUIREMCNTS: FL CERT,OPAUTH,;;erss SINGLE HUNG INSTALLATION 3)MAX:SHIM THICKNESS:TO BE 1W. A}ANCHORS HEAD-TYPE: OIFFER:FROM SHOWN- A.Lynn Miller,P.E. 0" �"" d1°` °i i°�" "" RE;u5870s' SH-S00 NTS ' 2 riS 4 203'511JR INSTALLATION WITH EQUiV.LEG FRAME - ..- :::. . (FIN AND FLANGE RE!LOVE .. EDGE DISTANCE EDGC 'JRATE: DISTANCE f� ! .� 6' S�STF}I'±TEi EMBEDMENT n EXTERIOR r EMBEDMENTNJ - 1.1 ..f� .. SHIM EXTERIOR, tW--' 'EXTERIOR EQUALLEG FHA E. { J�1M19_iNSTht;LAT101d. (DIRECTLY-TO SU6STRATE): EQUAk LEG FRAMEx IiEADiNSTAllAT10N, EQUAL LEG FRAME,. .(DIREGTLY'TO SUBSTRATE).. Hi Ab INSTALLATION (USING 1X BUCKSTRIP). 7 . �,.>.. EXTERIOR } NO NO � ANCHORS 0 _r ANCHORS S REQUIRED REQUIRED �! t SHIh1 WODD EQUAL LEG FRAA7E; � :/AM6INSTAU.ATION SHIM l ft e : ' rJ SHIM (USINeix BUCKSTRIP) ` ..u.... - 1X WOOD It;ttiti s/UBSTRAT EQUAL LEG FRAh1E SUBST TE s BILI.INSTALtATlON ._ .+ az•••• — (DIRECTLYTO SUBSTRATE) EQUAL LEG FRAME,. RLI INSTALLMori o+.."� .. na - wwvo nsuaaamtuw�cowaanuun� (USING1XBUCKSTRIP) J:'ROSOIMSK1 0.305111. 'RIGID VINYL; sc+rat�irnrmrnriu_ 7 Ibmerta Na �-Mr.A%l+rnrla'rutHa aarnrtra�u.a5i�mm/¢++bocanrr .U.Ys'f+2L81M0Urfl�PX.T2'75�'n�s,�i?!N prAl�u]IltFI7JA0.BfQ8S . INSTALLATION NOTEV. - 1}SEE.SHEETI1FORSPACING REQUIREMENTS - 7CrNOKOMI,FL$iVILYC .If 2)SEE TABL.E2EOR.ANCHORAGEANDSOSTRAIEREOUIREMENTS. Noho0FAU R..-2 ::SINQLE HUNG INSTALLATION 3)'h1AX.SHIMTHICKNESSTOBEIW. FLCERT.OtAUTH 29298. 4)ANCFigRS HEAD:TYPEMA'I DIFFER-t:F20h1SHOWN,.. :A.Lynn Milterog?,E. P.6'_k5ti70� SH1500 NTS 3 0!A 2032511JR INSTALLATION MTH EIN FRAME. EDGE 4I ` _".UTE I x.. DISTANCE. Ls l y >xTEl�wrt _.. 'SHIMOPTIONAL . �:;=—`� '�, EDGE Ilii FLANGE DISTANCE .OPTIONAL FLANGE ��....... EXTERIOR a� FIN-FFtAIaE; - �� d'F N .HEAD INSTALLATION f;f I� 1.0 Y F1NmFRAt�ic; JAMS INSTALl71TION. LZ t SUBSTRATE HtMfl!=.�X�i / OPTIONAL / FLANGE .-Lf' � EXTERIOR �J :(� - �l�a FIN FRAME SILLINSTAlWT10N' "' pr.nsy. tzar...... .L1CrW: naNzvnuxrt orxvixa?awnoceurn�e J.ROSOWSKI 43125'11 RIGID VINYL4 � i, xena nus,: t+�+w.:. Nomabl¢erxw>smrwntonc�r�ss - .f. P�aeK#Sutracrffiatar/F.+xmk]mFri ' AN'FCS4t31.?Nklifi€FiM+'mSlDYrto7fpf f' IG"MSA'OrnFU71CCFlUfLT. INSTALLATION NOTES: 1)SEE SHEE1:1 FOR SPACING REQUIREMENTS. 10ro TLCHNQL�GY DrtIVE F 2)SEE TABLES FOR ANCHORAGE.AND.SUBSTRATE REQUIREMENTS. NOKOFms;FL 31275 3)MAX:SHIM THICKNESS TO BE 114" FLCERT.4FAUTH::29289' ,cj�N{j[E�f(JrJ(��nJ$IAL�(�Q�J ... A.l:ynn Miller,P.E. awNaau,w.'.. aw= tes.W ro, xw RE.658705. SH389 NTS 4-of 4 2032511JR. M 1AM I-DADS IiIAZII—DADE COUNTY,FLORIDA p PRODUCT CONTROL SECTION DEPARTTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 y T CCEPTANC 4-- (N( snnv.ntiamidade.gov/economy PGT Industries,Inc. `' 1070 Technology D rive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code includ inE the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT" CIipped Extruded Aluminum Tube Mullion-L.M.I. .APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer, dated 08/29/1lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade t n oduct Control Section. MISSILE IMPACT RATING:Large and Small Missile ImpactR.esistaut LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RE,NEWA.L 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. TERNIINATION 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 because 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 pf the Building Official. . This NOA. revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval doctunent mentioned above. The submitted documentation was reviewed by JaimeD. Gascon,P.E. NOA No. 14-110101 M1AM!•UADE COUNTY Expiration Date: May 26,2016 ...� t Approval Date: Februnq 12,20155 Y 2`�itS Page 1 1 - i PGT Industries,Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets Ol through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller,P.E. B. 'PESTS 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. (Srrbjnifted under previous NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5" Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Norte. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5°'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC-2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. - 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. aime D. Gasco Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Ine. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and scaled by Marlin D. Brinson,P.E. (Subiniffed under previous NOA No. 11-0922.01).. 5. Laboratory compliance letter for Test Report No. FT1,6443, issued by Fenestration Testing Lab, Inc.,dated 02/23/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted ander previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Subinifted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13---0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion--L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jainie D.Gascon,P Product Castrol Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E_2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE o ro MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.............._........1 0o mN MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ELEVA cnoNs...............................1 �Y X g o ELEVATIONS................................._1 FIGURE 1: MULL T02X WOOD_......_..............2 x w 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL 70 THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS 2 i O MULTIPLE OPENING WIDTH FORVERTICALMULL� ARCHESTOBE MULL TO IX&MASONRY.._......._2 0 MULLIONS / -1 INSCRIDED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 SEE DETaLs aEcrANculAa NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY_.....................3 IO LL SH ETS 2J SHAPE MULL TO STEEL STUD.._._............3 04 _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_..............................3 �? ca ANCHOR SPECS......................._....3 U)DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED N ii'� III J IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.._.............4 U) BAY MULL INSTALLATION..............4 O 1X2X.126 MULL SPECS...............6 J W 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE1 X 2X.376 MULL SPECS...............6 _j _ INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS......._.7 Q' U) 1� 1 X 2.76 X.65 MULL SPECS.........._6 Z '�o SEE DETAILS / I I/ 11 I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS_..._.9 co O o A THRU G; I 1 III _ __t SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS..........._.10 1... m SHEETS 2.3 _ I A THRU G; ONLY TWO ADJACENT UNITS A7 A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4X.376 TUBE MULL SPECS._.11 Q --r SHEETS 2J 1X4 X.375'r MULL SPECS........11 J - il Ii PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26X3.1e9X.2S5 MULL SPECS 12 W Z) OPENING 1.25X3.25X.100 MULL SPECS.....13 Z Wz° veai. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.25 X.624 MULLSPECS-...14 O E MULL FOR g� LENGTH HORIZONTAL 1.26X3.94 X.824 MULL SPECS z a MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS.........._....16 Q o !_ SEE DETAIL E, 2 X 6 X.25 MULL SPECS............_..17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q LU SHEET3 30,X2.11XYM LL SPE ECS_..18 W AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT H 30'X 325 DAY MULL SPECS.........19. Z I- Q N p REACTIONS. 46'X 3.25 BAY MULL SPECS......_.20 Q O Z `-• MULLION&CLIP DIMENSIONS......21.23 F Z o o�p O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE•GATOR NOA'S;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2.............................24 Lo �t o PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES.._..........._.....25 U) BE OF ANY TYPE. Of UJ MMUSTBE ANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z 1/7 � By PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U (D Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d= Z O O S m SEE.. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. m� of m0 § Q HORIZONTAL SHEETS 2-3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING k MULL LENGTH HORIZONWIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULLTAL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/Fl-)FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR-OR-TRIANGULAR/lRAPEZOIDAL-. PRODUCI'RPASED W cmBPlylns with the Plodde �—HORIZ.MULL LENGTH--j 4)FIND THE CHOSEN MULUON'S MULLION CAPACITY(LBS/FT2)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING DoOdleg C"v MULL I` r•—OPENING WIDTH—I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AcmptrmcoNo LENGTH OS.• MULLION CAPACITY(LBS/FT2l OBTAINED SHACL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING OBTAINED IN - �Da ���� STEP 1).OPENING f HFO hT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE 611a01f ode Product irot OPENING MULL AOIRR ,� y /� �� REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1111 I 111l l7 HEIGHT LENGTH /' f r/ I LTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ���` ON•,, Nly L ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•'' 410ENSF•�Cl� CAPACITY IS MET. OPENING WIDTH _ N0.58705 7T SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBS/FT2)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT-)FOR THE _ FENINGWIDTHLL OPENING,YOU MAY USETHE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED.WITH THIS .-D OR VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS "OT'•• y�ITE ,.'•ll/ FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '.C�` '•.;°(ARIDA .•'• l CAPACITY(LBSIFT2)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ' Ss •..,., �C�� PRODUCT ASSEMBLY. 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT. A.LYNN MIL�ELf�`,1P.E. FL P.E.#68705 DETAIL A: DETAIL B: MULLION w ° MULLION MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR do OR WOOD FRAMING SEESEETABLTE, WOOD BUCK AND MASONRY AND �SEESEETABLES 18-188 ^ � ATTACHA1ENi (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN BY OTHERS, N SEE NOTE I, m MULLION I SHEET I. U oN I I e I ••.: 'r •' Z I I I j < nl I I I MIN 2.7 KSI ••• EDGE 0 SEE SHEETS21-29 FOR HOLE d j� 1 I CONCRETE OR CMU•, I I DISTANCE, J W EITHER THE I LOCATIONS I I I SEE SEE TABLES Z STANDARD OR e I 1 I EDGEDISTANCE 18-16B Q' to OFFSET MULL a EDGE c o c I e FOR MASONRY 0 CLIP MAY BE I DISTANCE ,(/ ANCHORS W Q O F_ INSTALLED BY d I I I SCREWFO SOD L n I I I SIDE VIEW Z 0 t� THIS h1ETHOD. a 260"MAXFOR <d ~ 0 J u ALLMULLIONS d EITHERTHE � ♦— 7 d e o e STANDARD OR UPC e e < e OFFSET MULL Z < !✓fJ a da CLIP I.IAY OE 2' d ea ZaEXTERIOR W e a dEDGE ¢ Z r .d a DISTANCE v F— Z A :G FOR e Z O ¢ N e e MASONRY o Q z a THE OFFSE00 T CLIP IS ANCHORS F ~ I✓�' RECOMMENDED FOR O�O �, g� s a FIN-FRAMED B T EXTERIOR ed wINDOws,BurnwY W Of ALSO BE USED FOR cl) U) - OTHER FRAME TYPES. U Q z sZ mo Q TYP.ANCHOR -- �� TYP-ANCHOR PER SUBSTRATE, a $ TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-168 PER SUBSTRATE, SEE TABLES IB-16B SEE TABLES 1B•f0B �EDGEIEND BUCKSTRIP DISTANCE AND SEE TABLES ATTACHMENT BUCKSTRIP 1&168 T ^•' ?� BY OTHERS, EMBEDMENT ' AND EMBEOMEM• SEE NOTE 1, ATTACHMENT I _,.• SHEET I. • BY OTHERS, SEE NOTE I, r SHEET 1. MIN 2.7 KSI CONCRETE OR CMU PRODUCT RCVISBD SIDE VIEW FRONT VIEW maonVl InBlYhhth.Florid. Buldi Coda ��tt AcocplracoNo l FRONTVIEW ExDB Z4 (iY_; INSTALLATION NOTES- :VHIl I adc Product COMM 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. p2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION NY LYN,y ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �\ �N''• CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE \ Qom,•' L10ErySF•.•C�.��/ FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. _ No-58705 =_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ,, �/(v� 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTYAPPROVED �s .ORI..... ...S `:\ ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. A.LY I1 BR��.E. FL P.E.#58705 DETAIL E: � MULLION TO MULLION("7' DETAIL C: —1 .1z6 All"• INTERSECTION NOTES: + ` MULLION DIRECTLY ATTACHED TO MULLION _ (U-CLIP) Jago LL MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR-CROSS' fi i O (STANDARD CLIP SHOWN) vnRlEs INTERSECTIONS. 4Z 2)MAYBE INSTALLED HORIZONTALLY o U I (SHOWN)OR VERTICALLY. I I TYP.ANCHOR N EITHER THE I I 1 PER SUBSTRATE. 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 o m STANDARD oa I I SEE TABLES 10-138 Lco 1 OFFSET MULLFOR CORRESPONDING MULLION. TOP VIE I O CLIP MAY BE I I I EDGE DISTANCE ,MULLION J INSTALLED8Y II W THISAIETHOD. I I ° ANCHORS MASONRY VARIES I I - H12STEELSCREWS, SELF•DRILLING OR PREDRILL O N MULLION AND USE SATSW O m m O F ° 4 . P z O J MULLION I— Z EXTERIOR °° 4 6 O j EOGC-DIS7ANCE ° THE OFFSET CLIPIS RECOMAfENDED FOR FOR MASONINTERSECTION rG = jjjj s ANCHORS ° WINDOWS,BUT MAY o VZ ALSO BE USED FOR U-CLIP / OTHER FRAME TYPES. EXTERIOR Q z TYP.ANCHOR Z Z ¢ N PER SUBSTRATE, 4 Q O Z SEE TABLES IB-130u) O 7YP.ANCHOR SEE SHEETS 21-23 FOR PER SUBSTRATE, HOLE LOCATIONS � BUCKSTRIP SEE TABLES IB-130 UR x IL J AND FRONT VIEW EDGE ATTACHMENT DISTANCE_ F¢-, j eY OTHETE RS, SEE TABLES F U) EMBEDMENT SEE SHEET L7 18.138 d 2 Z Z 0 0 L . ' • • , . •' ' ' EDGE F�—DISTANCE SEE TABLES SIDE VIEW o m� MIN 2.7 KSI CONCRETE OR CMU MW 2.7 KSI CONCRETE OR CMU 10.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, a PER SUBSTRATE, SEE TAOLES 10.138 kRODUCr REVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION I 't SEE SHEETS ® wmplyfnB,vhh the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR III Cade _ y-�—� CORRECT QUANTITY AND LOCATION OF'ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ` HOLE \cccp1m10o Na� 1 (/�7 ol FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS D610lz MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAO,HEXHEAD OR FLATHEAD. ` © / tlortdDad*Pmducl Cann. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. EDG11111 ! 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DIST ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. SEE_DISTANCE \� ,��0 ,,,,,•N��� �� I 16 GAAND LCOMPLIANT WTHTTH THAN SEE IB-135 ` P�••• LICENSF•.�l�P% FRONT VI EW Co°E.A 2X WOOD BACKER MUST USED. ATTACHMENT DY OTHERS- No.58705 '•ilC EXTERIOR USE WOOD ANCHOR SPECS SIDEVIEW = __ NOTES: - 4- srT-0 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 'OT••, ANCHOR VALUES MAY BE USED. '��s •'F�ORIDP„••'�ta� 2)SEE CORRESPONDING MULLION TABLES, S;�LYNAL C��'�`� SHEETS 5.20,FOR QUANTITY OF SCREWS. A. NN I ILIL �i,P.E, FL P.E.#58705 m ry n 4 DETAIL F: DETAIL G: DETAIL H:. FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION off` G (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) �� o SOY K SEE DETAILSA-E. n2 g V SHEETS 2 AND 3 FOR INSTALLATION 30'OR 4 TO SPECIFIC SUBSTRATES. BAY MULL 04 MULIIQNm Q / Q Z H a 0 r 0 U W O O O O O O J W O O TOP VIEW SIDE VIEW I WU o 5L_ 0 DO SHOWN WITHt•X4•X.126' , TOP VIEW i z co MULLION , I I I I— J TYRANCHOR EXTERIOR O 7 ,� I I I I _ U o I I PER SUBSTRATE, 5 ~ I I SEE TABLES i6B OR i6B I TYP.ANCHOR I I e W STANDARD MULLION CLIP I r-PER SUBSTRATE, I I EXTERIOR ,� W o v rcZ MODIFIED TO FIT FIELD j SEE TABLES 18-14B p I Q Z CONDITIONS. , � I I I 2'XS'ANGLE CLIP, ~ Z Q � j I I I I I I 2 PER MULLION END,MUST BE Q LD O Z ` O INSTALLED INSIDE OF BAY MULL. < ro p ZZ MULLION I I 1 m (n Q =CD I 1 I I I U) J Of Q , 2'X 5'X.126' U (0 I I I I ANGLE CLIP, U Z Q 2 PER MULLION END, Q — Z O O I I I MUST BE INSTALLED a" `CO (n I I 1 I INSIDE OF MULL. mO y;0 `�ttt ✓t I 1 Cb x €�ma' I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 18-146 INTO WOOD, (� STEEL,ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. 1y- EXTERIOR pE �� ©\ PRODUCE REVISED O EDGE �� m tomplyf6g Milli the Florida pEF Buildlug COdo �-� F Acccpwrcohlo 5.01 INTO WOOD,STEEL, O t' apbBtC �O� ALUM CMU RMASONRY H EDGE DISTANCE N1iarW1 ado Product Control PER ANCHOR ttttllllllrtEDGEt DISEDGE TANCE@ G& PER ANCHOR O NOTES FOR INSTALLATION OPTION H: Pad'•' tOENS�c'•.Al NOTES FOR INSTALLATION OPTIONS F: zz 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. _ N0.58705 �r 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11-X.125'MULLION. 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE //GG LOCATIONS. 2 SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %Q�•,. S-ATE (U`� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ��� •.FLORIDI`.• G��\ %s!0NAL IE"0 A.LYNN�vIILLER,P.E. FL P.E.#58705 TABLE 1A Muitton Capocitv Table Ih91R7 OpontngWidffiVorverttcalVsperri mUllons)orOpeningHolght(rorho' telly-sparvirgmUflorls) iS�X 50 In 60TH 70 to 80M 0010140 100In 120In M 160 In uo Reete.g�lar' TrarYTAacyT. ftaUangNu Traprtdan& Recfa.gular Trapftdsng. Roatangolu Ttap?deng. Re,tangWar Rep/rdang. RectangWar Tmprrdang. Rectongular TwptTAang. Recr,n9Nar Tmwdo-g, Rac6ww-l-r 4aptrA.M. afo r: 1%2x.125 Loafing Loadnp Loafing Loafing Loading LoednB LoadmB LoadMH Coednp Loading L...II Loafing Loading Loafing Loadnb Loafing Loading Loading Alum.Tube Mulllon 6 r k 2 k L b £Z LL $ $ s a o IL a a� x to �iT a� � s yb4 s kE a E5$ €g_� a� $ fig$ }_ cn"ll ."�.'c d 3 LK �8 � K r d Z 421. 111.91 408 128.6 772 83.2 408 116.6 325 70.8 408 107.8 321 69.9 408 104.4 310 62.1 406 104.0 319 65.9 406 104.0 310 46.6 408 104.0 310 39,9 408 204,0 319 36,0 408 104.0 319 O W 48 In 74.8 312 03.8 266 82.4 312 73.4 252 $3.5 312 67.0 T{8 {8.@ 312 b3,2 246 41.6 312 H1.3 244 37.5 312 6Lo 2{d J1.2 312 6T.0 244 Z8.8 312 6f9 2{d 2J.t 322 Oi.O Zd{ _ 50.625 to W.B 281 70.6 234 63.2 281 61.5 228 46.8 281 55,7 224 39.9 281 521 222 35.5 261 60.2 220 319 281 49.3 219 26.0 281 49,3 219 22.8 281 49.3 228 20.0 281 48.3 219 o ^s o 54TH 526 247 57A 20T 43,8 24T 48.8 202 37.6 247 44.8 18B 32.9 T47 tl,6 198 20.2 247 39.4 194 28.3 247 38,4 193 21.9 24T 3&1 197 18.8 247 38.1 193 18.4 247 38.1 183 m O OI- dA 60 in 38.4 200 41.2 170 32.0 280 35.4 166 2T.4 200 31.5 163 24.0 200 28,9 160 21.3 200 27.i 169 18.2 -20-0 25.8 167 t6.0 200 25.0 166 H tM0 63 in 33.1 161 35.3 155 27.8 101 30,3 152 23.7 101 28.9 149 20.7 181 24.5 146 18.4 181 22.8 144 18.8 181 21.7 143 -i 66 In 28.8 165 30.6 142 24,0 165 26.1 139 20.6 165 23.1 136 18,0 165 2134 Z In g m 72M 22.2 139 23.3 220 16.6 139 19.0 158 15.9 /3B 17.6 116 78M 28.4 125 10.712 w LU 109 16.7 126 18.8 107 J o Z 781. 17.5 lie 18.2 104 Q q rn `o TABLE I6 ANCHOR CAPACITY ADJUSTMENT FORMULA: 'Q 2 `a Anchor Ca ac4 Table!bs I-- u7 a mom substrata: 2.7k Concreto 3,6k Con,. Nono9 CMU /ANCHORCAP-, rf} r$ Fmea ChlU prwa,d 6tamf (DP,„,)Xl }-ANCHORCAP.r„ y o 0 5i1H'Elo, v4•ss Eeo 5r26'eco 1/4•sSElco alosleor al2steal #f2stae2 MULLION W X An,swrTppce yts Etca UHmson itd•E1,o uttmem yie•Eteo utBacon fta•Etao Wtroam Ograeatu Ultreaon AOd+aGatu 8--v(G5)Satew{G5y SarowiGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCJip Patterns tnbooan A EaOo asmn,o Mk r 22-1/2' r 2arx J-ve• r 2-f/2• r04 2.12• 2• alta• 2• 0.49• 0.64- o.a24• CAPACITY REQUIRED•CORRESPONDING TO AN U X Embedment Mk 2-W 1.3N• 1.314• 1 1314' T 1-1/4' 1 5.214` I i-i/4' 1 1.114` 1-1/4• low T 13/8' 1318' sellas ACTUAL PRESSURE REQUIREMENT FOR THE d.•r O 2An,lwrs yj 4.75•A1M.O,O.rSlandardu Ortsci alp lRg.1T• 700IDs iso lDs 41011, 89011s 16A4 ars 270IDs 2801bs 351 lbs 740Ibs 3T4IDs 884 Jbs 946 Ms 341 Iba 4421bs 660Iby OPENING,WHEN IT IS LOWER THAN THE MULLION Z 4A.ohas@f.ls Awr.o,C.tfi2andard{oropae2J cnp{Fq.z}: 4eorDs Top fDs NIA WA WA WA 3801bs WA RrA wA wA WA 662tbs 8852bc tf201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anc1KKe®3'LfIn O.C./(2)2+r5 An81a pips!(Fip.JJ: TBO Ibs 7901bs e8o-lbs- 156a les 1696 ros 64o ros 55o lbs wA T80 ms 14e lbs eao lbs 1892tbs $821bs 885 The 11281bs MULLION.IT WILL YIELD A MINIMUM ANCHOR s 2Anabora 090.d5•MIn.O.C.ttBfittp,tn10.125'AtOm.{FF3.4k wAWA WA WA WA WA WA WA WA WA 111AwA WA WA 716 IDs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anahu/F•Cdp(Fig.5): 195 W 195JW 225lbs 4451bs 822lbs 14D M 140 ros 171 IDs 370IDs 2871De 3721Ds g731Ds 1701W 2zt lbs 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE - 2Anchas t.i5'Mr..O.Cl F12tp¢i0.8}: 2d9 IW360 W WA wA WA t{7A SQO Sbs wA WA WA wA WA 311 rbs 4d21bs 5801bs 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: 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. C°t`ogln8`s' �31r19r;da Bund1nA Onit �� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1,000' (-- Aa`Cpam,l d- I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6x!• fi3to FIGURE 3: Y 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Viami ado Product Conwo) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2111 i i t rt 1/11 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '125 LYNV 4-1,4-1,11��' `� ••--'••'• 1���� .L . CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •• LICENSE••,�sa��' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' Q THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT - No.sa705 1'X 2'X.125'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ 'T7_`�_ THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. .-' cr O� SfiATE d [u '%S/ONAL A.LYNUIVILL�1R,P.E, FL P.E.#68705 TABLE 2A n a14 Mullion Ca aci Tabla Ibslfiz p 77::�2s FFk Opening Wldth(for wfticaly-3parrigInUllons)or Opening Height(for hortzontaly-spanning mullions) sexy Q 60 In 60In 701n 60 In 001n 100 in 120 in 140 in 160 to - �• o R ata�ngutar 7eaprMni R.Wmulan Tnaprrdang. Rectangular TraptTrlam. Aaclaroular TrapTdwg. RoctanguWr Traprre-eg. ReUatgutar TwTaaro- Rectangular 7rapfEleq. Rectangular TmpT0ara Rectangular TraprTaaro. 06.' 1 x 2 x,376 ro Loading Loa6lrg Loading Loading Loading L004m Loadtro Loading Loading Leading [owing Loedtgg Loading Loading Leases Loa hell Leadbg A 'rub turn. a Mullion g GN3 p yg �t ¢gg§• '��[E g $g�T }t }}l[ ��y` yt T$T yt E$¢ g ���m L!) Z 42 in Was 620 1700 435 16L3 662 170.0 478 129.7 662 170.0 506 tisit W2 169.6 me 100.9 662 168.9 617 00.8. 682 168.9 517 75.7 662 16&9 511 64.9 602 168.9 517 68.7 662 188.9 517 481n 125.8 507 138.0 419 101.4 607 11&2 410 66.9 507 106.7 403 7&D 507 1020 399 67.6 697 09.6 397 60.8 507 09.0 396 607 607 99.0 396 43.4 607 09.0 398 36.0 507 99.0 3% -J-i 2L7 S 5D.62b In 103.7 456 114.8 378 88.4 466 9&9 371 7d.1 458 906 364 64.8 456 84.6 360 67.6 45@ 81.3 357 67.0 456 80.0 3% 43.2 456 80.0 356 37.0 456 80.0 358 324 456 80.0 3% (� 541. 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 727 322 53.4 400 67.3 316 47.6 4D0 04.0 315 427 400 623 314 35.6 40D 61,8 313 30.5 400 61.8 313 26.7 400 61.8 313 m O .G CA in U1.3 324 66.9 276 St.9 324 57.6 270 44.5 324 b1.2 284 38.4 324 4&8 260 34,6 324 43.0 257 31.1 324 42.0 255 26.0 324 40.5 253 272 324 4e,5 253 i&6 324 40.5 253 (0 (n 631n 67.8 294 67.4 252 44,8 784 49.2 24b 38.4 204 43.8 241 33.8 294 3&8 237 20.0 204 37.1 234 26.9 294 35.2 232 224 294 33.6 230 19.2 294 33.4 230 16.8 294 33,4 230 J a Z) es 601n 4&e 268 49.6 230 39.0 268 42.4 225 33.4 268 37.6 221 29.2 268 341 218 26A 28B $1.6 215 1 23.4 268 29.8 212 1 10.6 268 28.0 210 16.7 268 27.7 2.W 14.6 266 27.7 209 z In i m 72 In 35.0 225 37.0 196 30.0 225 32.2 19t 25,7 225 ?&4 188 22b 22b 258 185 20,0 225 23.5 182 1&0 225 221 180 15.0 225 20.3 177 129 225 1&6 176 11.3 226 19.6 176 yyLLI �j 781n 30.0 202 32.0 177 25.5 202 27.2 173 21.0 202 23.9 170 18.2 202 21.5 187 17.0 2D2 19.7 t65 15.3 202 18.4 103 128 202 i6.7 1611 10,9 202 768 168 9.8 702 158 168 .='.I (L0 6 nrLU Z 781n 28.3 192 29.6 t68 23.8 192 25.1 165 20.2 192 220 162 17.7 132 79.7 t59 157 182 i&i 157 14.2 792 16.H 155 11.& 102 152 152 t0.t 19Z 14.4 150 8.9 192 T4.2 750 Q J `- V" J to 18.5 144 19.0 129 16.4 144 16.1 126 Z = � N O 861n 15 .2 127 15.6 113 Q Z s- a7 m dip g� TABLE 26 ANCHOR CAPACITY ADJUSTMENT FORMULA: V5 m 0 0 Anchor Capacity Table Ibs ANCHOR CAP.,,�,,,,,,r W X SWsirele: 2.7k Concrete 3.5k C0no. HOTax CMU Flied CMU PTWod Metal (DP,}X{ }=ANCHOR CAP_ N16'Eloo 94'S8EIc0IIWEke 1/4'SSEko 810Steol 812Steol 012St.d MULLIONCAP.,a,,,,,,x y Anchor 3(16•Eio Wtraeon 1ta•Eko Unrecon 3110'Elco U&aeon 174•EE. W saIIn U X 4 > Anchor Cltp Patfetns U6nacon AggreGata Uikacan AegraOakr Serer{G5)8oreW(G5) 8ormv(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Erica Distance O: 1' 2.112' i• 20/2• 3.718' r 2-tr2' r 2-IIT T 3-u8• T 0.49• 0.54- oa24• CAPACITY REQUIRED'CORRESPONDING TO AN (L OU) (Up Embedment Onk Sam• t•374• Lara• 7Jtq' 2' t•std' td/4` 1-114• 1.114• 1-114• 1414• 2• tate' tare• wiles ACTUAL PRESSURE REQUIREMENT FOR THE �' �Q 00 2Anchors@4.75'Min.O,C.f SlandTrd or Offset Clip(Flo.tp 3901bs 3901bs 459@s B901bs 16441bs 2701M 2801bs 354165 740IIs 3741M 6641M 9461M 3411Ds 442lbs Us le, OPENING,WHEN IT IS LOWER THAN THE MULLION - }a 4 Anetpm i.t6'h9n.O.C,t Stom44ra{or 68seU qtn tF)o,27: 400 @s 700 Ibs WA WA WA WA 380 @a WA WA tgA WA WA 882 @s ass rbs i t20 @a CAPACITY(FROM THE TABLE)OF THE SELECTED o 0 � 4 Anchors a 3'Min.D.C.1(2)2x5 Angle 01pa I ft.3): 78014, 780 Its 680 lbs 1580 tics 1896 lbs 540 Ica 660lbs WA Iso Ibs 7481bs eeo Its 1892 Its 682IM W5 Its 1120 IM MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Awn-@ UA5•hit..O.C,i UtOfp,tnk,/25'Alum.(Fto,4), WA WA WA WA I NIA WA NIA WA I1A WA WA WA WA NIA 7161bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor!F•lip(Fig.5p 1951M 195 Me 225 les 445 Its 822 lbs 135 @s 1401bs t77lbs 3701bs 18T @s 332 @a 4731bb 1701M 2ziiba leo tea ADDITIONAL ANCHOR OPTIONS FROM THE 2A...@ 1.1 . Mfn.O.C.f F-C0p(Fig.81: 2401M 350 iM WA WA WA WA 190 @s WA WA WA WA WA 341 tM 4g21bs 5801M ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE is FIGURE 2: PRODUCTREVISBD TABLE NOTES: stcunsptyinglrhhthoPlarlda ® (� a ildingfloJc 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING SHE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Aarpaac0 hb L./J. •- SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --1 1.000` }'- LICDate 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: dlvnf ado Pr uel 'petrol , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000' 0 HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :,\ 0��..-•-N,cul `��� ANGLE CLIP MUST BE USED IN PAIRS. �'.•'ttOENS�C''•�F� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375' FIGURE 4: FIGURE 5- FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED is:• No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' L Q1 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 11 X T X.376•MULLION LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND J �--I�� THE MATERIAL. &1F12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. = j 's FATE (C7 ''SCC''•FlORtDP.•''�\�' r%NAL A.LYNN M(L''L'E'R,P.E. FL P.E.ft 68705 TABLE 3A m QN a Mullion Capacity Table(lbs182) Opening Width(for seNcalyspanllrg mullions)or Opening Height(for horizontally-spanning m illons) 501. W in 701n 601n 00 In 100 In 1201n 1401n 160In 1%2.76X Rectangular Trap/Mang. Reclerlguiar TrepRdong. Rcclanpuler Trepl7Aong. RcUongWar Trap/7Aan9• Reclon9ular TrapTdang. RectergWer Treplydarg. Retlengular 7rop/7Aang. ReclangWar Traprtdarg. Rectangular TmpTAanp. d tq- Looting Loafing Loafing Loafing Loadng I-Ndrg Loadng Loafing Loafing Loadng Loafing Loafing Lamling Laadn9 Loadng Loafing Loadng Loafing no= z rj .375A1um. r5' a n Mullion N !3 49$ 3 r9E 3 c7$ c� 5 u5� c5 (3 J 3 3E 9 SE o In F G 7�{r s s�g py• s }p•gy p§$ I- `2 d6 fid 9E. d 1i� a .� aa� sE d a S•B d2 d¢' 2• `C d Q d f@ Q SCE 4 E fid d N Il) 42 in 170.0 820 170.0 4]5 170.0 7N 170.0 478 170.0 868 170.0 608 170.0 992 170.0 619 170.0 1118 170.0 62t 170.0 1240 170.0 621 148,7 1301 170.0 521 127.5 1301 170.0 621 111.6 1301 170.0 621 J UJ 48 N 170.0 708 170.0 524 170.0 650 170.0 654 170.0 992 170.0 030 170.0 1133 170.0 661 161.8 1139 170.0 677 136.8 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85A 1139 170.0 680 7 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 148.8 1032 170.0 723 130.6 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 039 1032 170.0 756 73.4 1032 170.0 756 2 co o O O 64 In 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.6 907 145.0 714 96.8 007 141.1 710 80,6 907 140.0 708 69.1 907 140.0 709 60.6 907 140.0 709 m O 60in141.1 735 151.5 826 117.6 735 130.3 611 100.8 735 118.0 699 88.2 735 106.2 590 70.4 735 99.6 663 70.5 735 95.1 578 58.8 735 91.6 574 50.4 7J5 91.8 674 44.1 735 9t.0 574 F=-. J 031n 121.9 666 130.0 670 101.6 666 111.6 657 87.0 666 98.9 647 76.2 668 90.1 538 67.7 668 83.9 531 60.9 666 79.6 628 50.8 668 75.8 621 43.6 666 75.6 621 36.1 666 75.6 621 Tn 66 in 108.0 607 112.4 522 88.3 607 06.1 Sit 75.7 607 85.0 501 66.2 607 77.1 493 50.9 607 71.5 486 53.0 807 67.8 481 44.2 607 63.4 476 37.0 607 62.7 474 33.1 607 62.7 474 z IT W z m v 721n 81.6 510 85.8 443 68.0 Me 73.0 431 38.3 510 84.3 420 51.0 510 57.0 419 !14 510 W.7 41J 40.8 SIO 50.0 400 34.0 570 45.9 402 29.2 510 44.4 399 25.5 510 44.7 399 rn W 76N 69.4 458 72.3 400 57.8 458 81.7 392 49.6 456 64-1 385 4JA 558 /8.a 378' 389 458 44.6 377 34.7 458 41.6 388 28.9 458 37.7 382 2{A 456 38.0 358 21.7 450 35.7 358 J J rcZ 781n 04.2 433 67.0 387 63.6 435 68.0 373 45.9 4J5 49.8 168 70.1 4u d4.7 360 35.7 435 10.9 355 321 475 30.1 351 26.8 435 31.4 344 22.9 4J5 J2.6 341 20.1 475 32.2 340 r r ~ < 0 O 001n 41.8 327 43.1 200 34.8 327 36.4 285 20.9 327 31.8 280 26.1 327 26.3 276 23.2 327 25.7 271 20.9 327 23.7 286 17.4 327 21.0 262 14,8 327 19.1 258 Q Z C 9G In 34.4 267 35.< 257 20.7 2a7 29.9 252 24.8 287 26.0 248 21.5 287 23.1 244 19.1 267 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 'O oO m3- 1081n 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 16.0 198 15.1 227 18.0 195 U) o o' Ili In 22.3 215 22.7 194 iD.6 215 18.1 191 15.0 215 16.6 100 lL N tY n N (x (Yq 1201n 17.6 184 17.9 167 U x Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: ll�'- z m In (0 Anchor Ca aclt Table lbs sutavalo: 2.71c Concrc(o ask Coro. Hollow CMU Fated GSfU Piwood Metal (DP,,,)X(ANCHOR Cl..::_: )=ANCHORCAP.,,r, -� Ft�m� 5/16'Eko 114'SS Ek 5118'Elao 114'SS Eko Pleated 0123teei 012 Steel `MULLION ,,,,/ F �° nW� Anchor Typo: 3117 El..Ultra- 1141 Elco U19ocon 3r16•Elco Uleocon 114•Eko Ultracm Anchor Clip Patterns U11.00 AggmGolor Ullmcon Aga ator svew(G5)Scw,(G5) saew(65) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge 01A nce M): 1• 2-112' 1• 2.12' 3-tla' t• 2.12' 1' 2-12' T 3-116' 2' 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmentfin): IV4' 1.314' 1.3!4' 1.3/41 2` 1.114' 1•1M' 1-114' 1.114' 1-114' 1-114' 21 1370• 13r0• wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMMrsQ4.75'Min.O.C.I Slandard or Offset alp(FIG.1): 39015. 390 lbs 450lbs 800 ibs 164415. 270165 2801bs 35416. 740lb3 374 lbs 6641Ea 946lbs 511163 4421te 560165 OPENING,WHEN IT IS LOWER THAN THE MULLION d AMIrors Q 1.15'Min.O.C./Slandartl(brO115e9 cup(FiO.2): 480155 70016s WA Wn WA WA 38016. WA WA WA N/A WA 68216. 80516. I Ito lb, CAPACITY(FROM THE TABLE)OF THE SELECTED 4AnclnrsQ3'Min.O.C./(2)285 Angie Gips l(Fq.3): 7801bs 760 to. 66016. 1500 ft 16961bs 340 lbs 66015. WA 760 to. 74815. 6801bs 1892lbs 682Ibs 68516. 1120 lb, MULLION.IT WILL YIELDA MINIMUM ANCHOR 2 AMMrs Q0.45'AVn.O.C.I UgIp,Into.125-Alem.(F1g.4): WA WA NIA WA WA WA Wn WA WA wA WA wn wn Nrn 7151b3 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMI-1 F-0Bp(Fig.51: 191 1b, 195 lb, 225 ibs 445 lbs 82211. 135163 140 lbs 1771b3 3TO lbs 787163 33216. 473 lbs 17016. 221 lbs 28015. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q 1.156 Min.O.CJ F47Ip(Fig.8): 24016. 350 lb, WA NIA WA WA 1901b3 WA NIA NIA WA WA 341 IDs 4421bs 660 @3 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. camplging with lho Plod cacpN4tm No FIGURE 1: FIGURE 2: ,,V4at(,Dam TABLE NOTES: _ -•1 1.000' I-- �V�tt ® ® ® ® a ® � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. .fia.d do Product Centro) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 I I I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: •��•'' n i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750' �5,.,• }GENS,'•,F ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 '7C 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 �{ .375• -''i1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED )l '. '2'`i JS (1/; 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' O•'• S•A p ® THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2.75'X.375•MULLION <<` '•.FLOR70P.• C��; LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ���1S�S� •'. ]oil ® THE MATERIAL.N10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. III ONM- 111 A.LYNN+MILLO,P.E. FL P.E.S 58705 TABLE 4A aana Mullion Ca ao Tablo IbsMa x Opaning Width(forvsrUcaly-speming mUlions)or Opening He ght(for hori2ontaiVspareirg mullions) gyyyyy�(IllIx� SOIn 601n 701n 801n 90 in 1001n 120In 14 In 1601n §gZ O W c3 1 z 2.75 X Rectangular Trapflrlang. Rectangular TMPlTdang. Rectangular Tmp/Tden. R.cleogder TimpRdang. Roctongular TmplTdang. Recta gdar Trep/ril"g. Ralengular Trwrrl-ng. Red.ngu(ar TrapTdang. Reclengular Tmp/Tdeng. Loafing Loafing Loafing Loa&ng Loa&ng Loafing Loafing Loafing Laa&ng Loadng Loafing Loa&ne Loa&ng Loadng Loafing Loafing Loafing Loadrg gi = 4W3 .660 Alum. Tubo A c a a u) Mullion � dInsea's �aaoa In U oOz; E 411 42 In 170.01 620 1 170.01 435 170.0 744 V0.01 478 170.0 608 170.0 500 170.0 992 170.0 610 170.0 1118 170.0 521 170.01 1240 170.01 521 170.0 1488 170.0 521 158.7 1020 170.0 521 138.8 1620 170.0 521 J W J = 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 060 141.7 1417 170.0 080 121.5 1417 170.0 680 108.3 1417 170.0 680 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1288 170.0 747 146.3 1286 170.0 758 121.8 1286 170.0 758 104.5 1288 170.0 750 81.4 1286 170.0 750 0 O 541. 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 601 80.1 1130 170.0 801 75.3 1130 170.0 801 co 80In 170.0 8&5 170.0 701 140.5 815 182.3 _781 125.5 915 fl4.5 746 109.9 915 132.3 735 97.6 915 123.9 720 87.9 916 118.5 720 73.2 915 114.4 715 82.8 915 114.4 715 54.9 915 111.4 715 J J �{ 631n 151.0 830 161.9 710 120.5 830 130.9 604 108.5 530 123.2 661 94.9 830 112.2 670 84.4 830 104.0 062 75.0 030 99.4 656 03.3 830 04.5 649 54.2 830 84.1 649 47.4 830 04.1 049 W d m Fn 661n 132.1 757 140.0 850 110.0 757 119.8 635 84.3 757 105.9 624 82.6 757 90.1 614 73.4 757 B9.1 600 66.0 767 84.2 600 55.0 751 78.0 593 47.2 757 78.2 591 41.3 751 76.2 591 g, J 721. 101.7 638 108.8 552 84.8 636 91.0 540 72.7 638 80.1 630 03.8 638 72.2 521 58.5 830 00.5 514 50.0 038 82.3 506 42.4 636 57.2 500 38.3 630 65.3 487 31.0 636 552 497 Qv J J o v cz 75 loin 86.6 571 00.4 498 72.1 571 76.6 488 6. 571 67A 419 54.1 571 60.6 471 48.0 571 55.5 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 671 44.8 447 27.0 571 44.5 446 781n 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 450 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33,3 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 423 I-- 0 Q N o 80In 62.1 407 63.7 381 43.4 407 45.4 355 37.2 407 39.0 349 32.5 407 35.3 343 20.9 407 32.1 338 26.0 407 20.6 334' 21.7 407 28.1 327 18.0 407 24.1 322 16.3 407 23.0 319 ��.. z 00.O RR "O o� OB In 42.9 358 44.1 320 35.8 3511 37.2 314 30.7 358 32.4 309 26.0 358 20.0 301 23.0 368 20.1 300 21.5 358 24.0 208 17.0 358 21.0 289 15.3 358 19.2 284 X ai o 0 N 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 LU Y Y III In 27.8 267 28.3 242 23.1 207 23.8 238 19.8 287 20.6 235 17.3 287 18.3 231 15.4 281 16.5 228 X Q y f201n n.0 220 22.3 209 18.3 229 16.8 205 15.7 229 16.2 202 O O z O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: O Anchor Capacity Table lbs ANCHOR CAP.,,,,,,,,, __ N Subslmle: 2.7k Concrete 3.51,Caw. Hallod Chlu Filled CMU PT Wood WWI (DP,)X( ANCHOR CAP.,,, 5116'Elea 1141 SS Ek.5116'Elco 114199 Eko 1110 91eel 111291ec1 1112 Sled - `MULLION CAP.,,,,,,,, Anchor Type: Vii Elco Uluacen 114'Eko Uluacan 3/18'Elco Uluacon 114'Elea Uluecon Anchor Clip Patterns lumen Agan:cet.r Ultmcon AggreOalor Somd(05)Scfw(G5) SMV(W) USE THIS FORMULA TO OBTAIN THE'ANCH R Edge(slant.(in): 1' 2-IQ' I- 2AW 3.1/a• 1• 2-112• t• 2-1r2' T 3-1/e• 2' 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmwl(m): 1-74' 1.3/4' 1-314' 1-14' T 1-114' 1-114• 1-114• 1-114' 1-1/4' 1-114' 2- 1318' I-TV wdoa ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anohm 4.75'MIn.O.C.r Standord or 09sel Ctlp(F1g.1Y 390Ibs MWA 4501bs BBO Ibs 1844 lb!- 270 lbs 2801bs 3541bs 7401bs 3741bs 6841bs 94s lbs 341 I6s 4421M 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm @ fd+141n.0.a/SleadWd(o Olrse0 Cop(Fig.2): 4801bs WA WA WnWA 3001Ds wn wA wn wA wA 08216' 6851 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhom Q T IAW O.C.I(2)20 Angle Caps I(Fig.3): 78016' 6801bs 156016' 1696@' 510 lb" 56016' WA 760b 7481W OB01bs 189216.3 sox lbs ess bs 112016' MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 Anal-Q 0.45'Min.O.C.I U-CUp,Into.12Y Alum.(Fig.4): NIA WA WA WA WA WA WA WA WA WA Wn WA t 715 @sCAPACITY WHICH MAY BE USED TO QUALIFY t Acwhor!FCfip(Fig.5): 19s lbs ns roc 44s lbs en lbs 13s I6s t4olb. n7I6s aro tbs te716. 33zro. 47316' 170 lbs nubs 280 ws ADDITIONAL ANCHOR OPTIONS FROM THE rs Q 1.15'hlln.O.C.I F-01p n.6): 2401bs WA WA WA WA 790lbs WA WA WA WA WA 341 I6s 4421bs 5W I6s ANCHOR CAPACITY TABLE. RODUCI'REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Ccmp)3't69 whh The placid° u6dlap�dc vccptamun No465-7 t�-(-- FIGURE 1: FIGURE 2: TABLE NOTES: on gw -I /2pQb 1.000' I^-- F ' ® Q ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING: dlaml ado Itroducl C.nlrul ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ``111)1 I 1 1111 j7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��((� ij ,`�N ........., FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' �1,' h,1GENSF '•.'P HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q O ® ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z �1 r No.58705 ?r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED a FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' 0 S ATE O}-. THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT ' X\ P(OR)DP, loll LEAST TERTHICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLIONCCs' � THE MATERIAL,#10 81/12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ���/'1O(�ql. ® ® //11111111111 ll A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A „ Mulllon Capualty Table Ibaffi) Opening Wldth(for wNcaly-spare milIons)orOpeningHeight(for WIkodag+•sparclfgmUliom) 5p in 601n 70 In s0 in 00 In 100 in 1201n 1401n 160 In RectanoW TmptTdmq, Root'in r TmpTdong. ReclangUtar R ptrdnng. Racte 1. moprtdeng. Reolanoul Tmp'rAang. RoofangUar Trepi7darg. Roolmmler Trop Tdanp. Re-1-0. Trap?dang. [1.1.4 mpelar Treptrr(ang. 1"k3.126"X Loafing Loadng Loadnp Loadng Loa&1g Loafing Loadng Loadng Loading Loadng Loadng Loa&ng Loa&Ig Loadoll Loadng Loadngcing Loafing oY g T.I. 'Alum z: a a a a ., A• .s •a a.,Tubo Mulla a il U U IPS V V Uo� �� e a s� g? � � ts� � e. � as a� c i a s 2 �I II aa: 2 2 darc d421n 170.0 820 170,0 435 f7Q.0 7d4 170.0 478 110.0 888 170.0 500 170.0 992 170,0 St8170.0 1118 170.0 $21 170.0 1240 170.0 521 170.0 1486 170.0 521 1710 1735 170.0 523 1801 170.0 521 W 481n 170.0 708 170.0 524 170.0 850 170.0 $84 170.01 992 1170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 660 157.7 1577 170.0 080 135.1 1577 170.0 660 118.2 1577 170.0 660 0 S 5R.82S to S7A0 747 1704 583 t70.0 890 174.0 031 174.0 1648 170.0 684 170.0 INS 170.0 723 170.0 1345 170.0 747 170,0 1494 170.0 758 141.7 1495 170.0 750 121.5 1495 170.0 758 106.3 1495 170.0 766 O n d $4 In 170.0 797 170.0 812 170.0 958 170.0 001 170.0 1118 170.0 754 170.0 1275 170.0 803 160.1 1401 170.0 037 149.5 1401 170.0 85a 124.0 1401 170.0 881 100.8 1401 170.0 681 03.4 1401 170.0 881 m M F- sLU 0in 170.0 665 170.0 701 770.0 1083 170.0 797 138,5 1156 170.0 878 136,7 1156 107.0 920 123.3 1158 156.5 017 111.0 1158 149.7 910 02.5 1158 144.5 903 70.3 1166 144.5 903 69.4 1156 744.5 903 1- to J J 0310 770.0 930 170.0 745 159.8 1049 170.0 850 137.0 1449 155.5 800 it&8 1049 141.7 840 100.6 1049 132.0 630 05.9 1049 125.5 826 70.0 5049 119.3 820 66.5 1019 116.9 019 59.9 1049 158.9 610 2 t!} c68In 168.6 955 IMO 780 130.0 055 161.3 801 119.1 955 133.7 788 1842 955 121A 775 92.8 065 1128 785 83.4 055 108.0 757 69.5 955 99.8 749 59.6 955 88.7 740 52.1 055 08.7 746 Z W z° m 8 '}y „mj 721n 128.5 80313{,g 697 107.0 603 114.9 882 91.6 803 101.1 870 80.3 803 912 659 71.4 603 83.9 049 64.2 603 78.6 842 53.5 603 72.2 632 45.9 003 69.0 628 40.1 803 69.7 02T a sl Lu TB in 109.2 721 114.1 628 91.0 721 97.0 858 76.0 721 55.1 805 68.3 72! 78,5 595 9a.7 721 74.5 568 Sd.B T2f 85.4 570 45.5 J2S 59.4 589 $9.0 721 58.8 584 34.1 721 58.1 563 J '--t n Q j r 781n X3.57 509 64.2 884 08.4 $67 722 867 764 576 83.1 804 70.4 587 56.1 084 64A 658 $0.5 684 59.0 551 42.1 684 56.1 541 38.1 684 51.3 536 31.6 604 50.6 534 1-- "I" � •� Z In 456 64.8 814 67.3 448 47.0 bt4 50.0 M0 41.1 511 44.8 433 $0.5 614 40.5 427 32.9 514 37.3 421 27A 514 33.0 412 23.5 614 30.4 408 20.6 614 29.0 403 F tb Z � o 93[n $ 404 d5.2 d52 47.8 398 38.7 452 40.9 390 33.0 452 38.4 365 30,5 452 32.9 378 27.7 452 36.3 373 22.8 d52 28.8 305 18.4 452 24.2 359 16.9 452 228 355 v} )( mr fO6In 322 31,7 357 327 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.0 200 15.9 357 164 293 13.0 357 16.2 287 11.9 357 15.0 263 N h o n uJ 1111- 35.1 1 338 1 35.8 300 ?0.2338 30.1 301 254 338 28.1 208 21.9 336 23.1 282 16.5 338 20.8 289 17.5 330 19.0 284 14.0 336 18.5 278 12,5 338 14.0 273 114 338 13.8 260 M >� f241n 2L7 289 28.2 283 23.5 289 23.7 259 10.8 289 20.5 258 tl-3 ?89 18.1 252 15.4 289 58.3 240 13.0 289 14.0 246 514 2$8 Me 240 0.0 289 tt.4 238 8.7 280 14.4 232 x •o( > TABLE 58 ¢ Z AnchorCapacity Tabla roa ANCHOR CAPACITY ADJUSTMENT FORMULA: 0- m0 s0 ANCHOR CAP.,,",,,,,, s Ix m� SoOslrale: 2nt GaeMe 3.6K Crnc. Ildbw Ct4U F81a4 CAlu PTSYD6a metol OP, X ANCHOR CAP.,,,, &tcEico ( ) (MULLIONCAP..„.,,,,,,�� -D Anchor Type. YI&Elco UJI-en 114'Elco Uamcon 31iCElco UrImecn 114'EIcoUgmun ttd'SSEko&16`Elco 114'SS Ecco NI05ied 012 Steal Nt2 Steel AnehOrCllp Patlama Unmcon Aggre0al0r uEmem ngpreGalor Semx(c6)Sercw k35) screw(e5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eegapslaaapn) r 2-312' Y 2-vx &118" s 2-vr 1^ 2-+rr x 3.118, 2• GAY 0.54^ 8.324• CAPACITY REQUIRED"CORRESPONDINGTOAN Embeallenl n' 1314' 134' 1.31d' 1214' 2' 1.114' 1.114• 1-f/4' i•tld' 1.114' 1414' V 1-Ta' I-we, vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Metals Q475'Mtn O.C.t SIaMalfaoasat ergs(Flp.ty 303165 39D IDS 4601Dz ea6as 1644 lbs 270 ros 286m5 351 ms TOMO 374ros s64Im 946 ms 341 IDs 442 IDS 560ice OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arahars®1.15-"In O,C.1 SIUKtam(or(rnet)Cep Me 2) 4631DS 700 IDS II/A IVA IIIA IIIA 380 IDS NIA IUA IIIA IPA tuA 682ros ses Its 112011$ CAPACITY(FROM THE TABLE)OF THE SELECTED 4Atttn.03r Min,O.C.t S2)2c5 Angle C1011{Fig.$ See IDS 780 IDS See ros 1'uEa IDS few ins 540105 593 111A 7601bS 74B If. 814 F<>S 1892 Rs 682105 865 Its 112044 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Ancrots 0.45'LOn.O.C./UCGp,In14.12S'Num.fF19 4)' RIA IgA t+1A IUA IUA IIIA IVA ton IUA IIIA IQA IgA 0!A IUA 1073 Ne CAPACITY WHICH MAY BE USED TO QUALIFY I Anchorl F�Clp SFlg.Sy 105105 105IDS 225105 4411 IDS 822 k4 135 IDS 143 M. ITTIDS 37011» 187 ws 3.^41IDS 47318. 170lbs 2zi Ice 2$a as ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mcron®1.16'LIIn O.Cl FCII gs ?AO IDs 3:A 169 NIA' IUA IIIA tun Sao loa a1A Iun u1A ulA IUA 371 ros 442 108 r4oI66 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTRBVJSED cafaplytn8 arh11 the molidx F-1.000'-4 a8dl6g o0cplanceNo TJS.on& �-3�-•. © FIGURE is FIGURE 2; TABLE NOTES: i)[M lDnAebl ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ® SEE SHEETS 2.4 FOR GENERALINSTALLATIONMETHODS. 4furd ado PrOdaCI C1o0Iro1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 14 t t t U t t r l FIGURE 3• 3.125' LYNN,All 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �����•••�tOEIYSF'!(���% F(,� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2t-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .` }t No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •500' S+""2;•-,�_:�L; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ ! 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' 'SA••'. 7 r)S •111 p THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT STATE OF 7 ''X3.125'X.5MULLION 1'VF MULLION :Ft OR10A••'•C��: THE MATERIAL THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND ( ) 48 THE MATERIAL.#70 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. NAL A.LYIJCS IMLLK P.E. FL P.E.#58705 TABLE 6A din Mullion Capacity Table Ibse) Opening Width(for vartcelly-spenift mullions)or Opening Height(for horizontally-spercirlg mUllons) be In 601n 701nV. . in 9DIn 1001. 1201n 140 in 1601.- o Reetwguter Treprrdang. RectangWar TiopTriang. Reelangular TroyTdarlB. TrapTdapg. Rceian(4ular Trop'Tdang. Reclanglior TrapTdeng. Raelenguler TrepTdarq. ReetangWar TmpfTdang. R.11 g-, Tropfrrleng. Q: 1 x 4 X.126 Loading Loading Loafing Loading Loading L-Z'9 Loafing Loading Loading Loading Loading Loading Loading Loadn9 Loadng Loading Loadng c Y z Alum.Tube i ,. •$ ',. ',. �' �' .. •' '� ',. F ',. � ',. '_ '.. '� '� ... LO Md]on a a a a� a o - �, a a a ag, a a a a a �, a a as a a fr 11Y� 5 a g fr fi s� o 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1468 170,0 521 145.8 1489 170.0 021 127.6 1469 170.0 521 J W J 401. 170.0 706 170.0 524 170.0 030 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 '170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 600 _ rn 50.025In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 166.1 1235 170.0 747 140.6 1235 170.0 768 117.1 1235 170.0 756 100.4 1235 170.0 766 87.8 1235 170.0 758 W 'O o Q 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 154.4 1160 170.0 803 137.2 1158 170.0 837 123.5 1158 170,0 056 1D2.9 1158 170,0 a6t 88.2 1168 170.0 861 77.2 1158 170.0 061 m 0 1--• (O 60 In 170.0 985 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 130.6 801 100.0 1042 130.2 791 83A 1042 125.1 702 71.8 1042 125.1 782 02.5 1042 125,1 762 F � J 831. 170.0 930 170.0 745 101,2 992 183.8 818 128.8 892 141.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 892 114.8 758 75A 992 108.4 745 64.8 992 108.0 744 56.7 992 108.0 744 cG � 661. 165.8 947 170.0 789 137.8 947 110.0 788 118.1 947 130.3 786 107.4 947 117.7 752 91.9 947 108.7 736 82.7 947 102.2 727 80.9 847 95.1 713 59.1 817 94,0 711 51.7 847 84.0 711 Z �z' C 721n 135.8 849 142.7 737 113.2 649 121.0 722 97.0 849 106.8 708 84.9 849 06.4 696 76.5 649 60.7 686 67.9 649 82.7 676 56.6 849 76.3 659 48.6 649 725 652 426 849 72A 651 ? d P s` ]filo 115.5 762 120.7 685 98.3 762 102.6 662 826 782 90.0 640 72.2 162 80.8 629 64.2 782 74.2 820 67.8 762 69.2 613 Se.1 762 62,8 682 41.3 752 69.9 597 36.1 762 59.4 595 Q J X�Sr 7 781. 106.9 721 111.4 674 89.8 M{ 94.6 621 76.3 724 82.9 609 66.8 724 74.4 699 69.4 724 68.1 691 63.4 724 63.4 683 44.6 724 57.3 573 38.2 724 54.3 667 33.4 724 53.5 565 J r r 901n 69.0 543 71.8 483 68.0 643 60.7 474 49.7 643 62.9 466 43.6 543 47.1 468 38.6 643 42.8 452 34.8 543 39.6 446 29.0 643 34.9 430 24.0 543 32.1 430 21.7 543 30.7 426 Q 2 Z N CD 601n 57.3 478 58.9 427 47.8 476 49.7 479 40.9 478 43.2 412 35,1 476 18.6 408 31,6 478 34,8 400 28.7 478 32.0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2 376 10 W•O "'O mr ice 40.3 177 41.1 341 37.5 371 31.6 373 26.8 377 30.0 330 25.2 377 28.8 J25 22.4 377 T4.0 377 22.0 317 16.8 177 18.0 310 14.4 377 17.1 304 W S B 111 In 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 357 20.1 301 15.4 357 VA 294 � ( �29.3 306 29.6 279 24.5 306 26.1 274 21.0 306 21.7 270 18.3 306 19.2 207 16.3 306 144 in n.o CL 212 11. 196 Q x Z U) TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: s mo Anchor Ca act( Table bs ANCHOR CAP.,„,,,, - o-��qn Dub,lmle: 2.7NConcrolo 3.6kCores. Holl-emu FilledCAIU PTWood Metal (DP,)X ANCHORCAP,,,, 518'Eko 114'S9 Elco 5/16'Elco 114'SS Eko •10 Steel 912 Sled M2 led `MULLION CAP.,,o,,,,,) . Anchor Clip Patterns Andw r'p' 7118'Eleo UlVacon 1/S'Efw UlVecan I.Elco UlVxon 1/S'Eko U1Vacan UlVaon ApgreOota Ultrecon A9greCetor sorew(o5)Suew(G5) serer,(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distwo On): 1` 2-12' 1 1- 2.112' 3.116' 1' 2-112" 1' 2.12' 2' 3418` 21 0.46• 0.64• 0.324• CAPACITY REQUIRED".CORRESPONDING TO AN dm Embeent 041.314• 7314• 1314' 1314' T 1-1/4' 1414' 1.1/4' 1.114' 1-114' 1-114 2• 1318' I-w We, ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom@4.75'AIN.O.C./Standard"Offset UP(Fig.182): 390 It, 39D Ib5 450 Its 89D It, 164416, 2701D, 280 It. 36416, 74016s 374 The 664 Ib. 9461bs 341 Lbs 44216, 560 Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors C 2.25'blin.O.C.I Standard(or01'se0 Cap(Fig.3): 7001bs TDO lbs 580 Its 14101b3 95216s WA 56016, WA 63016, WA 88016s WA 68210. 8851be 112016, CAPACITY(FROM THE TABLE)OF THE SELECTED BArwh-a 1.15'1,11n.O.C.I Slendard(arOltset)Cffp(Fig.4Y 960 Its 1400 It, NIA WA IUA WA 760 lbs WA WA WA WA IVA 1383 Its 177o Lbs 224o IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 MOMS®3'Min.O.C.1(2)2X5 Angle Clips I(Fig.5): 760 Its 78016, 680 Its 1560 Its 1898 Its 510 Its 560 its WA 76016, 748 ft 8801bs 1892 ft 66216, BBS lbs 1120lbs CAPACITY WHICH MAY BE USED TO QUALIFY SAnchm G Y Min.O.C./(2)NISAngla Gips 1(Flg.6): 117016s 1170lbs 102016s 234016, 284416, 01016s 84016, NIA II4 A 1122AIO 13201bs 2D381bs 102216, 1327 IDs 16801bs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchols@OA 1,11n.0 C.I U alp,Into.125'Alum.(Fig.7): NIA WA WA WA NIA WA WA WA WA WA WA WA WA NIA f4301Ds ANCHOR CAPACITY TABLE. PRODUCFREVISED 2Anchore 4S2.2VMIn.0.0/F-0Ip(FIg, Y. 350 lbs 35016, 2901bs 705 lbs 4781bs WA 2101b, WA 3151be WA 44016, WA 31116, 44216, 56016, ;A- WA4 Anctare®I.IS'MIn.O.Cl F431D(FIg.9): 4801Ds 700IDs WA WA N!A 31016, WA WA WA WA WA 18216, 88516, 112016,NOTE:FORTHEOFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CLIP. 1.000' eptmlco No Ll �pam TABLE NOTES: yemi ado Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE Ilii 111117// • • o o • ° o o • ° • ° SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LINN • s o 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \Pa��•''•�1GENSF''•�F�Q • • • m • ° • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" �4-;' No.58705 •7` TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 0 0 ° • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -,0 S rATE F� 4/�1 • o • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' STC'•,•.FLORIOP••' G\� SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL ••• ANDSTU36 ALLA ABE A NCHORS TO METAL EXTETHICK ND AT LEAST 3)CSTRUCTURAL EW THREADS BEYOND MATERIAL.N10THICK 5' A.LYNN UV 1��.E. ANGLE CLIP(FIGURES 5&0)MUST BE USED IN PAIRS. 1'X4'X.125' A.LYNN�I�LE(R,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A Mullion Ce act Tabfe IbsIfe 5 OpenlnHWldlh((orwNcalyspemlrlgmuillorl9)orOpeningHeight((orhodionlaty-spennirgmulllolu) 60 in 60 In 701. so in 90 In login 1201. 140 In 1601n Rc<langula TwDlldang. Reelongulor Tro{Jrdan9• fteclan9ular Tmp?done• RectengL4 TrapRdeng. Re<lengular TrepRdarg. Rectangular TrapJTdang. Rectangular Trep/Tdane• Reciongular TreplTdarg. ftecton9ular Trap7dong. }"�y 1 X4x.376 Loe&0 Odag Loading LoaEln9 Load�rg Loafing Loafing Loafing Loading Loafing Loafing Loadng Loadrg Loadng Lo fing Loading Loading Loading 172 = U Alum.Tubo S LL r r r p r r r p r r F p r F p p p z r p p r r r r r z r r r r Million N �sCD I- Lu ZO IfA- 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 BW 170.0 508 170.0 892 170,0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 1981 170.0 521 J W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 SW 170.0 1133 170.0 561 170.0 1275 170.0 617 170.0 7417 170.0 680 170.0 1700 170.0 680 170.0 1987 170.0 680 151.8 2024 170.0 Sao 60.625 In 170.0 747 170.0 563 170.0 596 170.0 631 170.0 1046 170.0 684 t70.0 1195 170.0 723 170.0 1345 170.0 747 .170.0 1494 170.0 756 170.0 1793 170.-1 768 150.0 1918 170.0 768 136.5 1818 170.0 756 g 9 0 541n 170.0 797 170.0 612 170.0 858 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 169.9 1799 170.0 881 137.1 1799 170,0 eat 120.0 1789 170.0 881 m O 0 M 60 in 170.0 685 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 165.5 1619 170.0 1033 129.6 1618 170.0 IOW 111.0 1619 170.0 1063 97.2 1619 170.0 1063 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 040 170.0 1486 170.0 1016 168.7 1642 170.0 1076 141.0 1642 170.0 1122 117.6 1542 168.6 1158 100.7 1642 167.0 1157 86.1 1542 167.9 1167 �L 661n 170.0 074' 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.8 1472 170.0 1086 142.8 1472 168.6 1148 126.6 1472 158.8 1130 107.1 1472 147.8 1108 01.8 1472 146.0 1104 80.3 1472 146.0 1104 m Z � 721. 170.0 1063 170.0 878 170,0 1275 170.0 1009 150.8 1320 166.2 1701 132.0 1320 149.9 1082 111.3 1320 137.6 1066 105,8 1320 128.8 1048 88.0 1320 117.0 1024 75,4 1320 112.6 1013 68.0 1320 112.5 1012 cG dW 761. 170.0 1122 170.0 877 149.6 1184 159.4 1011 126.2 1181 738.8 994 112.2 1184 125.7 976 88.7 1164 115.3 984 89.8 1184 107.5 952 74.8 1184 97.8 935 65.1 1184 83.1 927 58.1 1104 92.3 925 J l/j o `c5 rcZ 78 In 166.1 1124 170.0 987 7J8.4 1124 147.0 065 118,6 7124 128.8 917 103.8 1124 175.6 811 92.3 1124 105.8 918 81.0 7124 98.5 908 69.2 1124 89.0 890 59.1 1124 84.3 861 51.8 1124 63.2 678 J s- m O 901n 108.1 844 111.5 750 90.1 844 94.3 736 77.2 644 82.1 724 67.6 644 73.3 712 60.1 644 69.5 702 64.0 644 61.4 693 45.0 044 64.2 678 38.6 844 60.0 668 33.8 844 47.7 662 Q Z N .- 961. 89.1 742 91.6 663 74.2 742 77.2 652 63.6 742 67.2 641 65.7 742 59.6 631 49.5 742 64.1 622 44.6 742 49.8 614 37.1 742 436 600 31.8 742 39.6 590 27.8 742 37.5 564 ^•a e00 li� login 62.8 686 63.9 WO 62.1 588 63.8 521 44.7 588 46.6 513 39.1 588 41A 605 34.8 We 37.3 498 31.3 586 34.2 492 20.1 686 28.8 481 22.3 586 26.6 472 19.5 586 24.7 466 � 0?LLI N � 1111n 57.6 655 66.8 603 48.0 555 49.5 495 41.2 655 42.9 487 36.0 555 38.0 480 32.0 555 34.2 473 28.8 555 31.3 487 24.0 555 27.1 457 20.6 555 24.3 448 15.0 555 224 442X Y o Y 1201. 45.8 475 48.4 433 38.0 475 J9.0 428 32.6 476 33.7 428 28.6 475 28.8 414 26.3 475 26.8 409 22.8 475 24.5 404 18.0 476 21.1 395 16.3 476 111.7 3117 14.3 475 17.2 361 U X Q 1441n 26.4 330 25.7 305 22.0 330 22.4 1 301 18.0 330 19.3 297 1 16.5 370 1 17.0 293 Qd Z U TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: m ��m� Anchor Ce act Table(lbs) ANCHOR CAP.,,,,,- _ � o'e-a � Substmle: 2.7k Corl<rele 3.5k Co- Ra9pY CA1U FOW CMU PTWood Metal (D?„)X ANCHOR CAP.,,, 5116'Eko II41 SS Elco 5116•Elco 1/4'SS Elco #10 fleet #12 Steel 912Steel MULLION CAP.,,,,,,,,,,, Anchor Clip Patterns AnelwrTypa: 71181 Eko Ullmcon 1+a'Eko UlBoem UlOocon 3716'Elco UlOacon 1/41 Elco Ulbecan AaO.Galor Ullmcon Apprecotor Samv(OSJ Son w(Os) screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge OWence(Int I- 2-t2' 1' 2-112• 3AW IF 2-M' 1. 2•lrz' 2• 3-118• 2• 0.46• 1 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment Ont 1.314• 1-14' 1-/4" 1.1/4• 2' 1-1/40 1-114• 1-1/4' 1.114• 14/41 1-114' 2' 1-18' 1-78• We. ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom @ 4.7Y Min.O.C.I Slandud a Oftel Clip(Fig.IN): 390 lbs 390 W 4501bs 8901bs 1644 lbs 270113 280 lbs 35416, 7401bs 37416, 6641bs 046lb3 341 lb. 4421be 560 Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors@72SMin.O.C.I SWd.d(a O9se0 CIp(Fig.3t 70D lbs 700 Ms 568 lbs 141016, 95210, NIA 5601be WA 630 Me WA 68015, WA 682 lbs 655 ibs 1t201be CAPACITY(FROM THE TABLE)OF THE SELECTED O Ah-@1.15*Min.O.C.I Standard("Ofset)Up(Fig.4): 9601bs 1400 ibs WA WA WA WA 76016, WA WA WA WA WA 1363 lbs 1770 lbs 2240 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors @ 31 Min.O.C.I t2)2r5 Angle ops I(Fig.5): 780 IM 78016, 6601bs 15601bs 18961bs 5701bs 5601bs WA 760 lbs 7481be 863 lbs 1892 lbs 6821bs 8851be 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors @ 3'Mfn.O.C.I(2)2s5A%le Gips I(Fig.6): 1170113 1170 lbs 10201bs 2J40Ibs 2644 lbs 61816, 640Iw WA I MO ibs 112216, 132016, 2838 lb. 1022 ft 13271bs 1660 MS ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors®0.45'M11in.O.C.113.1,into.125'Alum.(Fig.7): WA WA WA NIA WA WA WA WA WA WA N/A WA WA MIA .143016, ANCHOR CAPACITY TABLE. PRODUCTREVISED 2 Anchors @ 2.25'Mln.O.CJ F-Glp(Fig.0): 35016, 350IDs 290 IM 7051bs 476Ibs WA 280lbs WA 315 1b, WA 440 lbs WA 371 Ibs 4421M 56016, 3 IIdIg6 lo,wAh PINI 4Amlim@ 1.15'Min.O.CJ F471p(fl0.9): 480169 700lbs WA WA WA WA 3SOIbe WA WA WA WA NIA 682 lb, 8&516, 112010, u6dl[1(llbdc ,/ 4ecep107reo No `Y NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.062° r-- '1 1.000' r-- /<-ph8t`unPn y-.. _ TABLE NOTES: 40m1Dadc Prod.,(Comro� 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 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �t t l 1 I i f I I l7j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • e o • ° • • a • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000 _ 71 No.50705 `r SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND r W S-10 ' j • • o o i fT�'�(OF-S T• GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE =O� s 1L� 0 0 0 • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE �( '•.F<OR10F;.•'C�\�� 6063-T6 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' -377-5' .376" STEEL TO BE AT THICK AND A36.ALL ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTOMETAL SHALL EXTEND T18 GAUGE).STRUCTUALEAST 3 SCREW THREADSIBEYOND THE MATERIAL.1110p 7'X 4'X.375' I 1'X 4'X.375' A..LYNN�!ANAL 1 t,P.E. MILLER ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION LY FL P.E.#58705 TABLE 8A : mn�N R Mullion Ca acl Table Ibsfft ; �aJ, F Opening Width(for vertically-spaming mdliors)or Oponing Height(forhorlprdafry-spsnrll mdllons 60 In 601n 701n 80 in 001n fool. 120 In 1401. 1801. x I 1.26"% Ralanguler Trapfrdang. Rectangdar 7ropr)dang. Rectangular Tropridang. Recten8ular TfsplTdang. Rcda.gul.r Troprmt g. Reclengular Trap'Tdang• Rectangu er ap/Tdong. Reclengulor TraprTdang. Rectangular T."ang, Loafing Loafing Loadeg Loaang Loafing Loacing Loafing Loafing Loading Loading Loadrg Loading Loafing Loafing Loadmg Loafing Loading loading nZ U 3.188"% o .266"Alum ,. .. '�.. € k' F .7T x i' F n i S a F & k• k. Tube Mull x t; a s a a� a �,[17 '�� � ag �� q s aB A ggs a a s �� a w 8 d 3 3 c3 8 30 6 3e6 ` � 4SE �� rS . mai 9 9qyI9 N$ 5n. '41a 5 fco' sco: �c fid �c drG sc. d` tea: f o: re d � K �1 ExN@ONW421.- 170.0 620 170.0 535 170.0 74{ 770.0 478 170.0 888 170.0 506 170.0 892 670 170.0 1118 170.0 1121 170.0 1240 170.0 521 170.0 1488 70.0 621 170.0 7735 170.0 521 151.6 1768 170.0 521 LUgefn 170.0 705 170.0 624 770,0 850 170.0 684 170.0 992 170.0 630 170.0 1733 661 170.0 1275 170.0 677 INA 1417 170.0 680 154.8 1548 170.0 660 132.7 1648 170.0 680 118.1 1548 170.0 600 W50.6251. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 664 170.0 1105 . 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 766 119.3 1468 170.0 766 INA 1468 170.0 756 � �^ 0 -5 0 54 in F27.8220 797 170.0 612 110.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 637 146.8 1378 170.0 850 122.3 1376 170.0 061 104.8 1376 170.0 861 91.7 INS 170.0 861 00 0 O 601. 885 170.0 701 170.0 1063 170.0 797 155.9 1166 170.0 878 139.0 1158 167.4 030 123.6 1158 158.8 919 111.2 115@ 150.0 912 141.8 805 79.4 1158 14d.e 805 89.5 1158 744.6 905 F7.- W J J r761n 170.0 745 160.1 1051 170.0 850 137.2 1051 155.8 862 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 60.1 1051 19.5 822 68.0 1051 119.1 821 60.0 1051 118.1 821 N 957 170.0 Tae 139.3 957 161.8 805 119.4 957 134.0 780 104.4 957 121.6 777 826 957 112.8 761 63.8 057 108.8 759 69.8 957 100.0 750 59.7 857 989 748 52.2 957 98.9 748 804 135.2 695 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 91.4 660 71.6 804 04.1 650 64.4 604 76.8 643 63.6 806 M.3 633 46.0 804 69.9 529 40.2 804 60.8 628 j 722 114.4 630 91.2 722 87.2 610 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 688 $4.7 722 65.5 580 45.8 722 59.5 570 39.1 722 50.7 565 34.2 722 50.2 504 665 105.6 600 84.4 605 89.6 588 723 685 78.5 577 63.3 685 70.5 688 58.2 685 64.5 560 50.6 665 00.1 553 42.2 685 64.3 1143 36.2 685 51.4 637 31.@ 885 50.7 536 N 515 68.0 457 54.8 515 b7.5 449 A7.1 515 50.1 441 41.2 513 44.7 434 30.8 515 40.0 428 33.0 375 37.4 472 27.5 515 33.1 413 23b 515 305 407 20.6 515 28.1 404 Q X 453 65.8 404 45.3 453 47.1 397 36.8 463 41.0 391 33.8 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19A 453 24.3 360 17.0 453 22.9 356p358 39.0 323 3t.8 368 32.8 318 21.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 18.1 356 20.8 300 15.9 368 10.0 293 (n r LU M v 7111. 338 35.8 306 20.3 339 30.1 301 26,1 338 26.1 297 22.0 330 23.2 283 19.5 338 20.9 269 17.6 338 10.1 285 fr X 120 In290 28.3 264 23.2 290 23.0 260 19.9 290 20.6 256 17.4 290 16.2 253 15.4 290 16.4 249 _ U N ¢ O Q 1441. 16.7 201 16.3 186 ar mO o TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: o }C'mIr AnchorCe acl Table Ibs ANCHOR CAP.,,",,,,u Sutslrale 2.7K COrc.IC 3.5k Calc. Hdloly CIAU Flum C51u PT Wood I.Idal Pp_)X( )=ANCHOR CAP.,,, 11 Ell, 1/4'S9 Elco NIC Ello 1/4'SS Elco N105fa1 NI2Sl6el N12SI6eI MULLIONCAP.,_,- AnchorCllpPattams M<0a lypa 3'IC ElcounrxM Ila'Ekounacon Nlmcon yfs'EtromlrxM II4'EkoUaaaon ngge(tdor U1lacou AggreGdor sc.W(c5)Screx(O5) soar(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eaga pstarc06ny 1• 2-gr 1' 2-112' 3.1/8' 1• 2-112' 1• 1 2-11 r 3.1/8- 21 0.46• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Em0e0IfeII n 1374' 1.Ya' 1314' 1314• 2' 1-114' 1-114' 1-1/4" 1 1-114' 1414' 1.114' 21 1-318' 13'C vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMtor9 Q 4.75-W.O.C.!SIeMa11 a Olkel Cllp fftg.i): 300109 3901M 450 lbs 8D915s 1614 tos 270 ms 280 Its 35410S 1 7401M 1 374[us 664 tM as IM 1 311 ms 442[M 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arenas®1.15-tai.O.C.I Slandam(or Met)COP Ing 2) 490 lbs 700 Its urq Ivq IIIA IIIA 380 IDS wA mA H/A IUA IUA 6B2 lbs 005191 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 ArchonQ3•b1ln.O.C./(t)N5 Argle Clips I(Rg 3y 7801b8 7001" 1@-1Glbs 510 ms Swlbs um 7601" 7481" ae9los 18021" 611210s 06510. 112010; MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arcnors@0.45-Urn.O.C.I UCnp,In1o.125'ANm.(FIg.4y H/A WA1t1A tUA N/A NIA WA H/A IUA 11/A IUA IUA IIIA I9n 1430 Its CAPACITY WHICH MAY BE USED TO QUALIFY 7 Anlht rl FC0p M 61 1051as itS"s ?75109 4451" 872 NS 1351bs 140 M 177105 370lbs 187[as 332 a8 473109 170lbs 221 ms 280 IDs ADDITIONAL ANCHOR OPTIONS FROM THE 2Andors®7.15•I,11.O.0/FCII 0.6y 2401bs 350Its 11/A tUA IIIA NIA 1901" NIA IUA IIIA IgA IUA 31110. 44210s 560 IM ANCHOR CAPACITY TA PRODULTRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code ie-4th the 11011 a Aat'pteum No - oi- FIGURE 1: FIGURE 2: Bsp 77nnrr� TABLE NOTES: ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 'ti ami -de Product Control ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FI ' ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188" �a LiCENSZ' F,p ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS P'• 7\ CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T4,• No.58705 ® ® BE USED 265' _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �3•' � )_ FIG GURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE / T ;�o S--ro I 6083-T6AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ' A36. �T•'• ® .ALL 1.25'X 3.188'X.265'MU ON '•.�<ORIO111 \� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125THICK AND A36 Q ® ® ) O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, (1.114'VF MULLI i""q it �0 L� 010&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.tfNN T1 y1�)(.Lk��P.E. FL P.E.#58705 TABLE 9A Mullion Capacity Table(lbafte) Opening Width(forvartlealy-spannlrg moons)or Opening Height(for hod7ontaW-span in0 mullions) o N`k4r SO N 60 In 701. 801n W. I00In 1201. 1401n 160 in ��•ut 0 1.26 x 325 Itect¢nlNtar TmprTdan9. Reclaww TrapRdang. R..N.9u1ar T.W,%g. Rectangular TmprTdang. Reelen9ular Trep'fdang. Rwlan9ular Rep/7den0. Rectelgular TmpTdang. Reetang.W Tmp'fden0. Rec1¢neuler Tmp'TAerg. �,7 e: Loadirp Loedrg LOadnO LoedN9 Loading LoadN Laadng Lo.di g Loading ng Loading Loading Loadng Lowing Loading Loading Loadcg Load.9 nZ P� U X.100 0 Alum.Tube _ yF Mullion yypp B g tl Upppp$ 0s ppgg ggss qqaa B A �8 ga z �� � �$��' � �• ` �g Uyp r��.. g $�$ yg � � � N f- `u) 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 860 170.0 NO 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 521 109.6 1118 170.0 1121 85.8 1110 170.0 527 48 N 170.0 703 170.0 524 170.0 Me 170.0 684 167.8 978 170.0 630 146.7 978 170.0 Set 130.4 878 170.0 677 117.7 870 170.0 080 97.8 978 170.0 680 83.8 978 170.0 680 73.3 918 170.0 680 J W 50.8251. 170.0 747 170.0 563 170.0 898 170.0 631 150.7 927 170.0 684 131.0 927 tests 708 117.2 927 169.1 699 105.5 927 158.3 698 87.9 927 158,3 695 76.4 927 156.3 695 65.9 921 166.3 695 � �g � 51 N 170.0 797 170.0 612 154.6 809 110.0 891 132.6 869 15).9 683 115.9 889 741.8 669 703.0 869 iJ4.0 660 92.7 869 129.8 653 77.J 869 126.8 852 68.2 069 120.8 B52 57.9 B89 128.8 652 IIJ p 0 60 In 143.2 748 163.8 634 119.4 746 1323 620 102.3 746 117.8 608 80.5 748 117.9 699 Me 748 Ill 692 71.8 116 96.8 587 59.7 718 93,3 5113 IF 93.3 567 44.9 74G 93,3 583 CO O ~ fn (n $ 63 N 123.7 677 172.0 670 103.1 611 113.2 666 88.4 677 100.4 555 77.3 677 91.4 648 68.7 677 65.2 639 61.9 677 81.0 534 61.8 671 77.0 529 78.7 529 38.7 677 78.7 520 I (U •--i W J 681n 107.6 617 114.1 630 69.7 817 STA 519 78.8 817 96.3 500 67.3 817 76.3 500 59.8 617 72.6 494 61.8 617 88.7 409 44.0 017 04A 483 63.7 402 33.6 817 63.7 482 72In82.9 518 67.1 450 69.1 548 74.2 440 69.2 516 65.2 432 51.6 618 58.0 425 46.1 518 64.2 t41941.4 618 50.7 414 34.5 516 46.6 408 45.0 405 25.9 516 45.0 405 Z m o J m 0 761. 70.5 465 73.7 406 58.7 465 62.6 398 50.3 465 54.9 390 44.1 465 49,4 381 39.2 465 45.3 465 42.2 374 29.4 465 30.3 367 36.5 384 22.0 465 36.2 363 G � '781. 65.2 441 68.0 387 54.3 441 57.7 378 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 441 38.7 356 2T.2 441 34.9 349 33.1 3dB 20.4 441 32.7 345 -J o [ rcZWin 42.4 332 43.8 295 35.4 372 37.0 289 30.3 332 32.3 284 28.5 332 28.8 280 23.6 332 28.1 332 24.1 272 17.7 332 21.3 268 19.6 262 13.3 332 16.7 280 ¢ OOQCD 061n 35.0 281 36.0 260 20.1 291 30.3 256 25.0 291 20.4 252 21.9 291 27.5 246 194 291 21.3 291 19.5 241 14.8 201 17.1 238 15.6 232 Z `- Z N ,- tOeN 21.8 2J0 25.1 208 20.5 230 21.1 205 17.6 230 18.3 201 164 230 18.2 198 x63 O O 111 N S2.B 218 23.1 197 18.9 218 19.d 183 18.2 216 16.6 191 14.1 218 7/.9 188 {n 8 m0 6e-. Ny o B 120 In 17.9 187 18.2 170 14.9 187 15.7 167 CO a' x UN a 0 0 Z TABLE 9B 1 m0 O ANCHOR CAPACITY ADJUSTMENT FORMULA: °1IY AnehorCa achy Table(ibs Substmlo: 2.7k Concrete 3.5k Caw.I HOW.,Chill *__3�U3 ined WEI PT Wood Metal (DP, )X ANCHOR M_ AP.,,,,,,,,a�'ANCHOR CAP.- 6/16'Elw 1/4'ss Elco 1/4'SS Elco 910 Steel 9I2 steel 912 Sted MULLION CAP.,,,.,,,.. Anchor Clip P9Rera9 Andwrryp°• 3116'ElwUBmcon 1!4'EkoUllmson Ullmcon 3lI6'ElcoUllmcon tlb'ElcoUllmcon AppreG¢laAOpreGalor Screw(05)Samv(GS) Be-G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olsleme On): r 2-1/2' 1' Vir 3-116' V 2.112' 1' 2-12' 2' 2' 0.49' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment On): 1-3746 1.3'4' 1.3'4' 1314' r 1.114' 1.114' 1-114' 14146 1.114' 2- 1-318' 13/8' wdos ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnChm @ 4.75'MIn.O.C.I Standard or OBsel Clip(Fig.1): 390 Ns 3902s 450 ms 830 abs 1644 Ibs 270 to 280 lbs 354[In 740 lbs 374 lbs lb. 940111. 341111. 442M 560 ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anolwrs @ 1.15'kiln.O.C.I Slendard(or Met)Clip(Fig.2r 460 lbs 700 ros WA WA NIA WA Seo lbs WA NIA WA WA 682 lbs aa5lb. 112015. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AMIKKs@3-MIn.O.C.1(2)2x5 Anglo Clips I(Fg.3): 760 les 763 tbs 680 lbs 1560111& 18961bs H.:Ibs 5001bs WA 160111! 118Ibs 189215.3 602 ros 835111. 112015. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arwlwm Eo 0.63'MN,O.C.1 U431p,Inlo.I00'Alum.(Fg.4): WA WA WA WA N/A tUA WA WA NIA WA WA WA WA 050111. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anclwrl F-alffg.S): 7951bs 795117 225111. 4451bs 822 Oa 135 lb, 740111. 177111. 37010. 187111. .73111¢ no ros 221 lb, 260 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Moflas @ 1.15'A11n.O.CJ F-Gip(Fg.87 240111.3 350 Ns WA WA NIA WA t001bs WA N/A IUA WA 341 Ibs 442 lbs 580 @. ANCHOR CAPACITY TABLE. RODUCf REVISED a7df igg 4aok �9I'lor(da FIGURE 1: FIGURE 2: cwplaaw No 4r .D1 TABLE NOTES: -1.250' aqD O ® ® ® ly 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. dleml ado Pr9du.t Ce134ro1 7111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \���Oty'( LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' Pr�.•'•�,7GL-Ng� ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED FIB ® © CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T7 NO.58705 't{ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 30'1 SPECIFICATIONS.HOLLOW AND - /"�'z a- : - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL •100' :-d ✓` meq�/j lJ FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -1- ���'•, S ATE b ® ® 6083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND I ,'`�''••.!'torslnP.••'G��; .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1,25'X 3.25'X.100' ��psis/ 9 B ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 77/ Q NM 910&02 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MIktE ,P.E. FL P.E.fl 58705 TABLE10A Mullion Capacity Table Qbaffe) is ps y_y F Opening Width(forwjiiw8y-spBnningmullons)or0pon4ng Height(fierhodmddyspenldllg millions) < SO in 601n 70 In 80 in I 90 in 100 in 120 in 140 in 16D Inw.•v; O 1.26x326 Rectangular TrapTrla:g. Rectangular TmpRriang. Rectangular TrapTriang. Rectangular Traprrdeng. Rectangular TmpRda.B. Rectangular Trap/7dang. Redanguie, Tn.p/Triang. RedangvIv TupTdmg. Rectangular TtgMlaq. aqX w Loading Loading Loading Lo,&g Leading Loading loading Loading Laadl:g Loading Loading Ldding Landing Loading Loading Loading Loading Loedu,g �� i i7 x.624 Alum.Tube A, .L• .y .�� .F F^ .� .�„ .y a S� k' .Fu� �� �H.-- .5 .�'�. ��' .�� .� '8�. •5 �-, E �H.. •` Mullion 1L k, 1L >@, M a erg o 22. (L ��. n@. > to > a u �. v o€, a ka a o o d€. R2 a kr. �� a v� N LL u" u"a v eie v v u" 2,2 v rid u u" u o"a u" o v verve vo u ua v u v uv „� m 51 gm =o- � a g s s 3 d ser a se a� s' a t �. s"g a <'P s Env w d"`z" d`urc fes. 8d ZO 421n 110.0 620 170.0 435 170.0 744 170.0 478 170.0 869 170.0 $06 170.0 992 170.0 613 170.0 Me 170.0 $21 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 ISM 170,0 521 J W 46 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1173 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 600 148.5 1979 170.0 660 _ 50.626 In 170.0 747 110.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170,0 1195 170.0 723 1170.0 1346 1 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 152.6 1877 170.0 766 133.6 1677 170.0 166 g 611. 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1216 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0' 856 156.4 1759 170.0 861 134.1 1159 170A 901 117.3 1769 170.0 861 W p O O m 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1411 110.0 914 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 F U [p J 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 166.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164.0 1002 104.4 1370 155,9 1072 89.5 1370 155.3 1070 78.3 1370 165.3 1070 LU J q 661. 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1249 170.0 1002 136.2 1218 156.6 1013 RIA 1248 147.1 1000 108.9 1248 139.0 969 60.8 1248 130.-0 978 Tl.B 1218 129.0 975 fiH.1 1218 119.0 975 Z m J 5 $ J TZ in 161.8 1079 170.0 878 139.9 1019 160.2 892 119.9 1P19 172.1 876 101.9 1679 119.1 860 93.2 1019 109.7 848 83.9 1019 102.7 638 69.9 1049 91.3 025 59.9 1019 91.2 010 62.4 1W9 91.1 820 _I 3 y�W 0 76 in 142.7 971 149.1 622 118.9 941 126.8 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 85.5 767 69.5 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 136 g� 5 �z s 78 in 172.0 894 137.6 783 110.0 894 116.9 767 94.3 694 102A 753 825 694 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 55.0 894 70.7 707 47.1 894 67.0 701 41.3 891 66.1 698 901n 65.9 671 08.7 696 71.6 611 74.9 585 61A 671 65.3 675 53.7 671 68.2 1 566 47.7 671 62.9 559 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 67131.9 515 Z [Np Q 01 O Z N 961n 70.8 590 72.8 627 69.0 690 61.4 618 60.5 690 63A 609 44.3 590 47.6 502 39.3 590 43.0 494 35.4 590 39.6 488 29.5 590 34.7 477 26.3 593 31.6 469 22.1 590 29.8 464 F 9 00 y0 100 in d9.T 466 50.8 421 41A g42.6 JS.S 466 37.1 408 31.1 466 32.9 402 27,6 466 29.7 396 24.9 466 27.1 391 20.7 466 21.6 387 17.8 166 21.2 376 16.5 466 19.6 770 � Hitf In 45.8 /d1 46.7 400 36.2 32.1 d/t 74.1 767 28.6 411 30.2 782 25.1 641 27.2 376 22.9 141 24.9' 772 19.1 441 21.6 767 16.4 411 19.7 756 14.3 441 17.8 351 W1201n 76.7 778 36.9 314 30.2 25.9 378 26.8 ]3d 12.7 770 27.7 329 20.1 378 21.3 715 18.1 378 19.5 721 15.1 370 16.7 314 x144 in 21.0 262 21.2 242 17.5 15.0 262 15.3 236 0 N Q O O a z TABLE 108 mO s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: o- Aneifor Capacity Table(Iba) ANCHOR CAP.::_,_, F � ��z� SUDslmla. 2.7x C«ctde 3.5x Cmc. Hollow C7.IU FIIIed CI.IU PT Wood nidal (DP,)X( )=ANCHOR CAP.,,, d1G Elco 114'SSEko W1GElcoR-11VIA 61OSteel sm x12 steel MULLION CAP.,,,a„,a, An6horCllp Patterns M[h«Type. 3'76 Elco Uarxm II4•EkoUlimcon Unmcm 3116 EI[OUOra:m 1/4'Elco A9gr[GdOr Uttra[m screw(G5) 9[rcw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gstance On) 1• 2412• r 2-1z• 3-119' r 2-12• 11 2412• r 3-18' 0.46- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emoeanent n 1314• 13.1• 7374• 13'4• 2' 1.14• 1.14• 1414• 1-14• 1.14- 1414' 1.3'8• tales ACTUAL PRESSURE REQUIREMENT FORTHE 2Anc7om @4.76'hlln.O.C.1 Slan xd«Ogsel Cep(Flg.11 390 lbs 390 Ibs 4;A lbs 090 11>3 1644105 270106 280106 3611Ds 74010e 374 ms 667176 3111bs. 44210s roti 156 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers®1.15•lila O.G IsianaaN(a amt)cup(Mg.2) 4m Ios 7m ibs N/A NA IVA 11/A 3801M U/A IPA N/A IBAGB21bs 865103 11211be CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arc hors@ T Min.O.C.I M 2(5 Angle COps/(Fig.31 780 m5 703 to. 680 lbs 1560 IDs 18M Its 5f01bs sm 106 14/A 7601bs 748 ms 880m 6821hs 885 fos 1127106 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amtn6®0.51•Mr.O.C./UCgp,Into.100'Munk.(Fg.d) IUA IUA IIIA IUA H/A II/A IBA IUA lull II/A IBA IIA IUA Luo rcs CAPACITY WHICH MAY BE USED TO QUALIFY t Arcrou FC6p(Flg.S): 105 ms 103 me 225 lbs 445Ibs 822 ks 135lbs 14011s mms 370Im 187W 337111olos 221 tI6 290 lbs ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT'RBYISI3D 2 AnchrsO t.lG hlln O.C.1 FCO (Fla.6) 210 ma 3`O IDi IIIA IBA H/A RfA tWlm N/A IUA IIfA IUA IBA 311106 442106 5WIm ANCHOR CAPACITY TABLE. wrryllying whb the Plorlda DuOding Cock ,O� wcp9lnw No FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �� Wod[rcl Cnntrn ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tillllfl/I 2)LIN EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\\���ONy LYNN y7z`li��/ FIGURE 3: \ c� 1,10ENSF '•,F.fa ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250` C•,• 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. T1 No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND y FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 4, ••, I 2-� J S :•(V BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �- p STATE OF 6063-TSANDBEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •'•.FCOR(OP.• G ® .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL 'i SS •'•'" J \� D ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624' // �;\7` 1110&812 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. MULLION A.LYW 115111! ek P.E. FL P.E,1158705 TABLE 11A ® A n Mullion Capacity Table(Ibs11P) Opening Width(forved(cally-spanning millions)orOpening Haight((orholizodaVy spenni7g m111ions) off'x0 50 1n 601n 701n 80 N 90 in 1001. 120 in 140 to 160 In _ �$ O 1.26%4414 Rectangular TrapTrlan9. ReclangNar Tnapl7dang. ftdiutguly Trap'rdang. ReclenDula, TupTdang. Re6langular TmpJrdang. Roelangdw Trap7dang. Rectangular TiapIni.q. Rectangular TtapTdang. Rectangular Trepniang. �po w Loading Loading Loading Leafing loading Loading Lowing Loading Loafing Landing Loading O.d'eng Loading I.-IIng LnMing L-r.9 LoaQint, LoMuV c2 x U x.624 Alum.Tube i .s-. �'. �„ .b• .�'-. .� ^. - ,.. .. .S .F ,. '� �-. -£,. •� 5,. ,. .y Mullion % �€ $€ �€ qS a o� o a og o a� v �@ d@ ; a2 $ „o N vM u v u u` u u u$ v ua v i4 v v v ue v v va u ri u U m b ca r� -e 8� r.g '' e ar; a t; `9 E• PE �' 3 `9`' `' rP % '' �e g Er •� g �•P 2 �.a y� "U-) F- tis u �S u� - pu s. 5�•�, >° gse � i t�° uP. ue " ��., Srr z W O 421n 170.0 620 170.0 43S 170.0 744 170.0 476 170.0 068 IMA 606 170.0 S. 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170A 1735 170.0 521 170.0 1983 170.0 521 J IFJ 4eln 170.0 700 170.0 624 170.0 850 170.0 50.1 170.0 992 170.0 630 170.0 1133 170.0 661 (70.0 1275 170.0 677 110.0 1417 170.0 680 170.0 1700 170.0 600 170.0 1983 110.0 600 170.0 2267 170.0 680 W _ _ 50.625 N 170.0 747 170.0 667 1740 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1335 170.0 747 170.0 1494 170.k 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 766 )R 0 7 o O 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 150.2 2403 170.0 861 co a F- 90 in 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 934 170.0 1694 170.0 996 170.0 1771 110.0 1033 170.0 2126 170.0 1063 146.3 2163 170.0 1067 129.0 2163 170.0 1063 F=-' U (O J 631n 170.0 930 170.0 74S 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1059 170.6 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 111.7 2060 170.0 1171 n W 661. 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1354 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1938 170.0, 1210 143.0 1966 170.0 1276 122.6 1966 17G.D 1266 107.2 1966 170.0 12OG a m z !n i m 72in 110.0 1063 170.0 078 170.0 1276 110.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 173( 169.8 1386 115.6 1734 155.9 1364 99.1 1734 150.4 1352 86.7 173( 1502 1352 J 5 � J W 0 761n 170.0 1122 INA 931 r170.0 134G 170.0 1080 168.5 1556 170.0 1209 147A 1656 165.2 1285 131.1 1556 151.5 1266 117.9 1556 141.3 1261 98.4 1556 128.3 1229 04.2 1556 122.3 1219 77.7 1556 121.2 1210 .=.1 �e " �o v rZ g 78 in 170.0 1151 170.0 967 1381 170.0 1116 1559 1477 169.3 1245 136A 1477 152.0 1224 121.2 1477 USA 1206 IDA 1477 129.6 1191 90.9 1477 116.9 1169 17.9 1477 110.8 1158 68.2 1477 709.7 1154 Q90 in 142.0 1110 146.6 986 1110 123.9 958 101.6 1110 107.9 951 68.8 1110 96.3 936 78.9 1110 87.5 922 T1.0 1110 80.7 910 59.2 1110 71.3 891 50.7 1110 65.6 978 44A 1110 62.7 070 Z CR96in 117.0 975 120.7 872 975 101.5 gag 87.6 97b 88.3 *21.7433 78.6 829 65.0 976' 71.2 817 56.6 976 65.4 807 48.8 976 57A 189 41.8 975 52.3 776 3G.6 976 49.3 767 Q F- X m Z1081. 82.2 771 84.0 696 771 70.7 665 68.7 771 61.3 51.3 664 45.7 771 49.0 655 41.1 771 44.9 647 31.3 771 38.9 632 29.4 771 35.4 621 25.7 711 72.4 fill 0n III In 75.7 730 77.3 661 730 65.0 650 64.1 73D 56.3 49.9 631 42.1 730 45.0 622 37.9 730 41.11 614 31.5 730 35.6 600 27.0 130 ]1.9 509 23.7 730 29.6 501 W M 1201. 69.9 614 61.0 669 624 51.2 560 42.8 624 443 39.2 344 33.3 624 35.3 537 30.0 624 32.2 331 26.0 624 27.7 619 21.6 624 24.6 609 18.1 621 22.6 $01 Q' X 746 in 34.7 637 35.1 600 28.9 437 29.4 495 24.0 133 26.4 22.4 305 19.3 133 20.0 301 17.3 A73 18.2 376 0 N Q O O Zm0 O TABLE 118ee AnchorCepaclty Table(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: -g ANCHOR CAP..,,,,,,e` Substrate 2.7K Corcmte 3.51:=c. HcnvN CKIU FISed CMU PT Wood IMT01 (DPe)X( 1=ANCHOR CAP.ue 5•W'Elco 1/4'55 Ek 616 Eko v4•SS Emo H1051ed 012SIWI 01251001 MULLION CAP.,_,_, AnehorCllp Panama Anchor typo v16 Elco utlracm tI4•Ekounrdcon Unmcon 3116Elco Uftwon 114•Eko ullmcon Aggrec9a+or ullracm AgglcGDfer Strew(G5)Scre.9(G5) screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgo 171slarce on) 1' 2-11r 1' 2-112• 3.118' r 24M r 2-vr r ave' r 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmDLw11601 n' 1.44' 1a4' 1a 14' W' 2- 1-744' 1.114' 1.114' 1-114' 1-114' 1-114' v I-Va• tae' rates ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancmrs @ 4.76 Lan O.C./Slardad a OMet Cap(Mg.1) 390 IDS 390105 4550 IDs WO IDs 1644 Its 270 IDS 280 IDS 3511D5 740lbs 374 IDS 661 Its 046 IDS 341 IDs 4e2lts EGO tba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @1.IV MIR=Z/S+andam(x IXket)CDP 092) 490 IDS 700 IDS N/A IUA HIA IUA MIDS IUA 7UA IUA ILIA IUA 682Io5 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancron@3'fi11n.O.C.1(2)266 Argle Clips/pg.3) 7150 IDS 770 me CM IDS 15M IDS leX Its 610ms 5601be IIIA 760lbS 748 IDS 080106 1892 IDS 602bos 665108 11378s MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arx r;@ 0.54'b11n.O,C.I UQIIp,Into.100'Alum.(DB.4) IIIA IUA IIIA IUA NIA HIE IUA IIIA IUA RIA _ WA ILIA II/A IUA 7261 N6 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aremr/F47Dp(Fl95) 11361D5 195 IDS 225105 445 IDS 827108 135105 140IOs 177 IDS 3701!2 107 IDs 332[IDS 473 the 170Ibs 221 IDs 2801m ADDITIONAL ANCHOR OPTIONS FROM THE pRODUCT72BVISBD 2Anchors @ 1.16 AIIn.O.CJ FCIIp(Flp.6) 230102 310 IDS IUA IUA n1A IIIA 1�Inc H1A 7UA NIA IUA IIIA 311 IDs 4421Us 5so ros ANCHOR CAPACITY TABLE. a;wmplying with the Florida Building ODde �y- 1.250' Aooeplen,No "� 6✓•dam FIGURE 1: FIGURE 2: P(p on no 9 !Zp TABLE NOTES: 1 ® ® d5 ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miami adc Pao uc+Control] ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. o","I'll 11 1 11 I/11/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;��,\,0 .-••'• ••..4e" FIGURE 3: ,•''\GEN SF •.,'Q ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' Q; '•, sc CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS sty No.58705 ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -'3LU •:� GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL E % FIGURE 4: FIGURE 5: FIGURE 6: U SAT BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624' ' '� ''•.FCOR\Oh.•' ��� ® 0063-T5 AND BE A MINIMUM OF.10W THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 _t (CS •• �J�� ® CKANDA36.ALL ANCHORS INTO METAL)SHALL EXTEND AT EAST 3 SCREL STEEL TO BE AT W THREADS BIEYOND HE MATERIAL. ,,/rIS�OjVF�L tN66 810 R 812 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 S.S. 1.25'X 3.94'X.024 A.LYNN MILLER,P.E. O MULLION FL P.E.1158705 TABLE 12A a � n Mullion Capacity Table Ibsiffe a OpeningWidth(for vertically-sparring mf111ons)or Opening Height(ror hodzonlelly-spefrirg mdtlons) go SO In 60 In 701. 80 N 90 In 1001. 120 In 1401. t60 in RoctmOular Trep/Tdong. Ractongular TrapRdang. Rectangular he Trim 7teetangJar TmpTdang. Rectangular TrarJTd g. ReclargJer TrepT6ang. ReclanWlar Trapnllang. Reclangulor TrapRnang. Re4longuiar hep/7deng. 2 X4 X.25 I-uadng loafing L.&g Loadnp Loafing Loafing Loafing Loafing Loafing Loedng Loafing Loadng Laadng Loafing Loafing L.dinO Loafing Loafing Alum.Tube .F .F Al .� x '.. � � F .F x .€_ P. F x x •£.. F x z. � Mullion $ o a a a a s a a a a 2L ° 4 .s a N LL a as 6 a a a` 8 a a a a a a 0` a 8 S 43 a Ba s B aE 3 a a a$ a a$ 3 a 4R a s c3e $bey >� I,. s� b � b� s D. I€ s� �� s� b• .�� ::. s$ r• ��' �• .6� � - m kap I.2 i z y�p 42 In 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 868 170.0 606 170.0 992 170.0 619 170.0 1118 170.0 621 770.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 0 401. 170.0 708 170.0 524 170.0 650 170.0 684 170.0 902 170.0 63D 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 ,170.0 660 170.0 1700 170.0 660 170.0 1683 170.0 860 170.0 2367 170.0 G10 -jj W_ 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 ,170.0 756 170.0 1793 170.0 756 170.0 2092 t70.0 756 170.0 2391 170.0 756 7) o � 64 in 170.0 707 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 801 170.0 2231 170.0 861 170.0 2550 170.0 861 DJ O a 0 60 1n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 9M 170.0 1594 170.0 906 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1003 160.8 2680 170.0 1053 c) 0 631n 170.0 930 170.0 745 170.0 1116 t70.O 550 170.0 1302 170.0 "940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 !170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2653 170.0 1171 ~ 'J 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 1155 170.0 1848 170.0 12(0 170.0 2338 170.6 1275 151.9 2437 t70.O 1286 132.9 2437 170.0 1268 j n% C 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 145.6 2184 170.0 1466 124.6 2184 170.0 1620 109.2 2184 170.0 1530 Z 1 1 761. 170.0 1122 170.0 037 170.0 1346 170.0 IWO 170.0 1670r-7.. 1209 170.0 1784 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 16M 123.8 1960 161.6 1548 106.1 11x60 156.0 1535 92.8 1960 152.7 1531 CL n `45 ¢Z 70 In 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1881 IWA 1600 114.5 1661 147.3 1473 90.2 1861 139.6 1459 65.9 1861 137.6 1454 Q 0 901. 170.0 132(1 170.0 11H 149.1 1398 158.0 1218 127.8 1798 1198 111.11 1398 121.3 1178 99.4 1398 110,2 1162 89.6 1398 101.8 1147 '74.6 1398 89.11 1122 83.9 1748 82.7 1105 55.0 1398 78.9 1088 Q N O 061n 147.4 1229 151.5 1098 122.9 1228 127.8 1079 105.3 1729 1061 92 1229 88.9 1044 81.9 1229 69.6 1028 73.7 1228 82.4 1016 61.4 1229 72.2 093 627 1229 65.9 077 46.1 1229 62.1 067 sZ O 1061. 103.5 971 105.6 877 06.3 971 (19.0 062 74.0 071 819 64.7 OT1 68.{ 837 67.5 071 81.8 826 61.8 971 66.6 816 43.1 971 49.0 788 37.0 071 d6.0 782 32.4 971 40.8 771 (n LI) ytO qr 1111. 85.4 919 97.7 872 79.5 819 01.9 818 86.1 919 806 59. 919 628 784 5].0 919 58.7 784 47.7 919 51.8 714 39.7 919 44.8 766 3/.I 019 40.2 742 29.8 010 ]7.1 772 (�1201. 75.5 786 76.8 718 62.9 788 84.fi 705 53.9 706 695 47.2 786 40.4 686 41.9 786 44.4 877 37.7 786 40.5 680 31.5 766 34.9 653 27.0 766 31.0 641 23.6 780 28.4 671 N d' y 144 In 43.7 646 M.2 604 36.4 546 37.0 498 31.2 648 JLB 491 27.3 546 28.2 485 24.7 648 25.7 478 21.8 !k6 22.9 474 10.2 648 19.5 484 15.6 646 17.2 d55 13.7 646 16.6 M8 U Cq Q 0 N z O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: 8 m0 s.0 AnchorCapaclty Table(]be) ANCHOR CAP.,,,,,,_ _b S ��m� Substmhc 2.7k Concrete 3.5k Cmc. Hodc"C6tu HIS CLIU PTWood mesal (DP,)X( )=ANCHOR CAP.,,, 515 Elco 114'SS Eko 51C Elco 114'SS EICO N10 SIVol 012SIee1 012 S1e01 MULLION CAP.,.„,,,,., n m rem AnchorCllp Patterns Anchor typo 3'10EmouOrxm 1/4'Ekounmcon Unmmn 3116Elco v4•EkoU112con AggcOator unracm AggieGatm Scmw(G5)SIM(G5) SUM(G5) USE THIS FORMULATO OBTAIN THE'ANCHOR Edgo Orstanco An)' 1' 2-V7 r 2-V7 3.118' 2-V7 1. 2-12• 7 3.1/6' 7 0.43' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmcra Ont 1314' 13'4' 1314' 10'4' 7 1.114' 1-V4- 1-1/4' 1-1/4' i-1/4' 7 13re• 1316' sales ACTUAL PRESSURE REQUIREMENT FOR THE 2AnchorsQ4.75-I.IIB O.C.I Slardxd orGMet Clip(FIg.1821 390 IDs 390me 450 1b. 890 R6 1644103 2C0IDs 351 ms 740103 374103 fi61Im Di6ll5 311103 44210, :bY OPENING,WHEN IT IS LOWERTHAN THEMULLION 4 Anchors @ 2.W'180 O.C./Standard(or WWI Clip(l 31 740 lbs 740 un 630 lbs 1405Ila 1424 lbs 'VA 560 Ra IRA OB511s IIIA Sao IDs IUA CO21Ds BBS IM 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Archas Q 1.71'LII.O.C./Slmda d(or C(aet)CBp(Flg.4): 805 ms 10;01 758 nos 1946 IW Il/A705Its NIA 799106 NIA IUA NIA 10221Ds 1327 lbs 16M lee MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcrom®3•MII.O.C./(712t5Arg)e Caps/(fig.51 780IDs 7 m Sao ms 15M ms 1836103 580 Its IVA 7601Ds 7461103 B80 Its 1602Its 61121M 885103i--.- %Gr APACITY WHICH MAY BE USED TO QUALIFY 6 Ambors®3'LIIn.O.C./(2)215 Angle Clips I(Fl0.67: 117OIDs 1170lbs 1020 ms 2340 Me 28441bs mile IUA 1140106 1122103 1320 ms 21-11 IDs 102211; 1327 me ADDITIONAL ANCHOR OPTIONS FROM THE SArcMrs®1.34'1.11..O.C./UCOp,Into.125 Alum.(Fg.I. IIIA IUA NIA IUA IIIA IIIA IUA NIA IUA HIA IUA WA IIIA IUA ANCHOR CAPACITY TAOLE. 6Arcfnrs®0.61'1.11..O.c./UCIIp,Into.125 Alm(Fig.61 IUA IUA NIA IUA NIA IUA IUA II/A IUA IIIA IllA IUA IIIA IUA P-14141I'RBYISSD ,>s wny4lylag with lh0 Plodda. 2 Anctnrs Q I.tiB O.C1 FClip(Flg OT 370 ms 370 06 316 ms 743 06 7f21� II/A 217 Ax IUA 3481Ds IIIA 443 he IIIA 341 Iles 442 m33 Anchors®1.71'Idle.O.C./FCgp(Fig.101 443103 525 m3 379103 W310a NIA IUA 353Ita IUA 3001Ds IUA IgA IUA 6111Ds 664 ms Alxcptpnco No (J NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ooDatc. TCJ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2.000" (� ada Praducl Cdrlirol - • • • • o • • • ,........ tttll 11 111/Il 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR1.1111v•11 p 0 • o o GENERAL INSTALLATION METHODS. ` `j��,.•'�tGENSF '•.F� FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • o .250' - 4.000' =-'4•'. N0.58705 • • • o 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 LOCATIONS. FIGURE 7: FIGURE B: FIGURE SI: FIGURE 10: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT 7.OR1O, ANGLE CLIP ) (� POR% P-`�\�\ �• c • : (FIGURES 586) (CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2"X 4•X.25'MULLION /r S/ONAk-�ss IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN&LER,P.E. THREADS BEYOND THE MATERIAL.#10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A 108 Mullion Capacity Table Ibef a Opening Width(for vertically-spanning minions)or Opening Height(for horizon(elf spercirg millions) g�, 60 In 601n 701n 801n 901n 1o01n 1201n ISO In 1601. wg.0 a Raelon0ulor TroplTriang, Rocl.nBular Trep71dan0• Raelon9ular TropRdanA• Roelenguar Trap/idang• R.clenguler TrapRdeng. Reele.guar TrapTdang. Reclangalar TrepRdang. RectengWar TrelJrJarg. Roclan9uler TraplTdang. ei,�, po FqO 2x 8x.25 Loadna Loadrg Loadng Loafing Loadn9 Loafing Loadng Loadn9 Loadlr0 Loafing Loadng Loadmg L..dog Loedne Loadag LoadnO L.. ng Laadng oZ42 rj Alum.Tube y 2> 22 x p t p Z. a a 2 a a p p z r r p x a F z p a t o c a.. m m.. v 73 .. a c a„ Mullion a 3 39 3 3 3 3 3 3 3 3 3 3 3 3 39 3 39 3 3` 3 3 3` c3 3 43` 3 39 N •1�sL _� 421. 170.0 820 170.0 435 170.0 744 170.0 478 170.8 868 170.0 508 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1883 170.0 621 O W 481n 170.0 708 170.0 624 170.0 650 170.0 584 170.0 OD2 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170,0 680 170.0 1700 170.0 860 170,0 1983 170.0 880 170.0 2267 170.0 880 ? _ 50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 756 170.0 2092 170.0 758 170.0 2391 170.0 756 �0 0 5410 170.0 787 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 '770.0 858 170.0 1913 170.0 801 170.0 2231 170.0 Bet 170.0 2550 170.0 861 m O I-- 601n 170.0 665 170.0 701 170.0 1063 170.0 797 170.0 1240 170,0 676 170.0 1417 170.0 044 170.0 1504 170.0 098 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1063 170.0 2833 170.0 1083 F=-• CQ U) 631n 170.0 030 170.0 745 170.0 1118 170.0 850 170.0 13D2 170.0 040 170.0 1488 170.0 1015 170.0 1073 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 J 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1266 170.0 3117 170.0 1286 Z U) m C 721n 170.0 1083 170.0 878 170.0 1275 170.0 1008 170.0 1468 170.0 1128 170.0 17011 170.0 1228 1711.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 IS88 170.0 2875 170,0 1520 170.0 3400 170.0 1530 W. sc =1 78In 170,0 1122 170.0 837 170.0 1348 170.0 1080 170,0 7570 170.0 1209 170.0 1784 170.0 1322 170,0 2018 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1829 170.0 3140 170.(1 1694 170.0 3589 170.0 1705 J W sollZLL F- 781. 170,0 1151 170.0 987 170.0 1381 170,0 1118 170,0 1811 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 7788 Q J .-R9 Q Z N o 00 to 770.0 1328 170.0 1114 170.0 1694 170.0 1328 770.0 1858 170.0 1488 770.0 2125 170.0 1653 170.0 2391 170.0 7797 170.0 2658 170.0 1918 170.0 3188 170.0 2125 150.0 3413 170.0 2273 136.5 3411 170.0 2381 Z 96 1. 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 1)0.0 1622. 770.0 2287 770.0 1794 170.(1 2550 170.0 1952 170.0 2833 170.0 2085 160.0 3189 170.0 2338 137.1 3199 166.8 2470 120.0 3199 156.1 2428 I- d 00 (n In 8 .•CD N- f08in 170.0 1594 170.0 1509 170.0 1913 170.0 1847 170,0 2271 170.0 1870 170.0 2550 170.0 2078 164.6 2781 170.0 2271 148.3 2781 181.0 2331 123.8 2781 140.4 2281 105.8 2781 125.8 7134 027 2781 116.0 2100 N m S 3 III In 170.0 1838 170.0 1454 170.0 1088 1)0.0 1700 170.0 2203 170.0 1932 170.0 2821 170.0 2149 151.6 2632 182.3 2245 138.8 2832 (48.4 2216 113.8 2032 128.4 21x78 97.8 2032 115.1 2120 65.4 2632 106.3 2096 W X 1201. 170.0 1771 170.0 1686 170.0 2125 170.0 1859 154A 2252 159.9 1891 135.1 2252 741,4 1984 120.1 2252 127.2 1938 108.1 2252 118.1 1915 00.1 2252 98.8 1872 772 2252 88.9 183(7 67.8 7252 81.4 1808 � X Q 144 in 125.1 1584 128.6 1445 104.3 1564 106.1 1425 89A 1581 01.5 1407 78.2 1584 80.7 1380 69.5 1564 72.3 1373 62.6 1664 65.7 1358 52.1 1554 56.0 1330 44.7 1564 49.2 1305 39.1 15CA 44.4 1283 Q••N O 0 gg Z TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: d m 90,0 An bar Ca aclt Table Ibs - m� ANCHOR CAP.,rt",,,, - � � ��rc'7 Subslmle: 2.7k Co(grelo 3.5%Cone. Hdlaw CAIU FUled ChlU PT Wood Melel (DP,)X( )=AIJ CHOR CAP.,,, 5116'Elco 1/4'6S Cleo 5716'Elo. 174'SS Ela. 810 SIod 412 SIml 812 Sled MULLION CAP.,"„,,,," Anchor Cllp Patterns Anchor Typo:R78-01b. Eke Ullmcon 1/4'EI.o UI9acon &f0'EIco UlOacon 1/4'Eko Ulu. AggmOetor Unmcon Aggrocalor screw(G s)screw(G5) Sum(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edg.MI-An): 2412' r 2-112' 3.116' r 2412' 1' 2-112' 2" 3.118' 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Ernbrtnent 9a): 1.3/4' 1.314' I-W4' r 1-1/4' 1414' 1.114' 14/4' 1.1/4' 1-1/4' V 1-31W 13x6- lades ACTUAL PRESSURE REQUIREMENT FORTHE 2Amhor.@ 4.75*Min.O.C.16londard or 093.1 Clip(Ftg.182): 390 ib3 450 lb. 890 Ibs 16441bs 27011,3 28011,3 35411,. 74071,3 37411,3 66411,3 946103 341 Ws 44213 S601s OPENING,WHEN IT IS LOWER THAN THE MULLION 4An.h-@4.66'Min.O.C.I SlaMW(or0rd)Clip(Fig.3): 76011,3 900lbs 1780lbs 3232lbs 540 W. 560lbs 708163 1460lbs 748Its 0721bs 18921bs 68211,3 685Ito 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 6A.M.Q1.71'Min.O.C.f Slandud(or Offset)Cliip(Fig.4): 1400163 101011,3 259511,3 WA WA 94011,. WA 7o6510s WA WA WA 136311,3 1770lb. 22401.3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anobwa 3Mi.O.C.I(2)2x5 Anglo dips I(Fp.5): 7801.3 880163 1560lbs IIN Ibs 54011,3 560Its WA 7001b3 7481bs 680 Ws 1892 Ws 682114 6e51bs 11201bs CAPACITYWHICHMAY BE USED TO gUAUFY 8 Af4hws(A 3'Alin.O.C.1(2)2x5 Angle C9ps I(Fig.BC 156011,3 1360Im 3120Its 3792 Ws 108011,3 11201bs WA 15201be 1498lbs 1760lbs 376411,3 1363 Ibs 17701bs 2240lb. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Awhom @ l.5'h(Im 0.0.1(2)2x5 Arelo dips/(Fig,7): 210011,3 1440 lbs 3760 lbs WA WA 1320 lb. WA 1500 Wu WA WA WA 204511,3 2654 Ws 33601ba ANCHOR CAPACITY TABLE. IRODUCrREVISED 4 Anchom®1.34-Min.O.C.I U471p,Into.125'Alum.(Fq.B); WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 Ws m c.nmlYina whh the 7�Flo�lriiddaaO!V'/1/ eAmMm®0.64'1.11..O.C,l U431p,N1o.125'Alum.(Ffg.9): WA WA WA WA WA WA WA WA WA N/A WA N/A WA NTA 2861 Ws 1---2.000'^1 oocpt3undinCbN, l' �C 2Anchm Q4.68'Min.O.CJ F-dip(FIg.10): 390 lbs 3901bs 450 not 890lbs 16161bs 270lb% 280 lbs 354 Ibs 740 lb. 37411,3 8381bs 946Ws 341 Ibs 442163 56016. P*Ifa o No 4Anclgm()1.71'141..O.CJ F-dip fflg•It): 59011,3 700103 605 @s 1298163 WA WA 4701Cs WA 533103 WA ,WA WA 6821bs 885163 112011,3 at{or{Date 250" NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Ely � �, �_ TABLE NOTES: `.fiami Dadc Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • s • o e • ° LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ���ON(•,,.. ., /((F JJi� 0 0 2)LINEAR INTERPOLATION BETWEEN MULLLENGTHSAND/OR OPENING WIDTHSISALLOWABLE. `:`��'••\�OEN3r;•''• 'Q ' o 6.000" `T': ;r • • o • • •, •• • 0 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Na,5870' 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. �ttyFrS tl - ANGLE "0•' I It •CUA • o e o e • o • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A S.AAE Of, (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED ',�,c� •.,/'COR10ti':•'a�9\ EE • o m • 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ''�C�s • • • s • 0 0 o UST BE USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO ///�S�ONF�1-,tx�` PAIRS. BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6"X.25" A.LYNN ULLER,P.E. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#68705 b N TABLE 14A Mullion Capacity TableIbstft2 �X p Opening Width(forwrllcaily-sperlrirg mullions)or Opening Haight(for hodz lntelry-spartrVng mullions) 50 In 601n 701n 80 In 901. t001n 1201n 1401. ISO In 10 p Rectangular TregTdarg. ReclargNar Trep/rdaig. Reolargular Trep?derg. Recla�y7Nar TrapTdang. Rectangular 7ret✓Tdarg. RectangNarTrapl7rtarg. Reclargular 7rep`Tdang. Reclergular 7repTdarg. Raclargutar TrapTdarg. y$ 1.26"x2.11" Loading Lw&ij Loodig Laadln9 Loadirg Loading Loading Loading Loading Loading Loading t•Loadlrg Loading Loading Loading Loadug Loadkg Loadlna 02 g U x.126"Alum • •.. 8 ,. •a.. a v,. fid ,. .. Tube Mull M k B aa8g fl" g gS fl 8 8 8B 3 8 S X g $ g$ g sB fl fl fl� g fl 8g 3� 6� �4� � Ci ^ !8 t3� t3 0� tS t3� 23 �^ 8 tY`• 3 t�� 8 ©� „o 6cpLU m H 421n 144.2 625 167.01 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 801 525 134.1 411 721 526 1134.1 411 60.1 526 134.1 411 51.5 523 134.11 411 1 45.1 526 134.1 411 O W J W 481. 96.6 403 108.0 333 60.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 63.7 403 79.1 315 4&3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.8 314 •--1 = 60.626 In 823 362 91.0 301 68.6 382 79.3 294 68.8 362 71.9 289- 51.6 382 67.2 286 4S7 1 362 1 64.6 284 41.2 382 183.8 1 283 34.3 362 63.5 283 29.4 362 63.6 283 26.7 362 63.5 283 a 641n 67.8 318 74.1 267 66.5 318 64.2 261 46.6 318 57.7 256 424 318 63.5 253 37.7 318 50.8 250 $3.0 318 49.5 249 20.3 316 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 00 p OF m C601n 49.5 268 61.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 256 37.2 207 27.5 258 34.9 204 24.7 256 .3&4 203 20.8 268 32.2 201 17.7 266 322 201 15.6 268 322 201 F- 03 c 031n 42T 234 45.8 200 35.6 234 39.1 105 30.6 234 34.7 192 26.7 234 31.8 169 23.7 234 29.4 186 21.4 734 20.0 164 17.8 234 26.6 183 15.3 234 26.5 183 13A 234 28.5 183 2 d � 681. 37.2 213 39.4 183 31.0 213 337 We 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 1&8 213 23.7 169 15.5 213 22.2 167 13.3 213 220 166 11.8 213 22.0 166 Z U)z6 721. 26.6 179 30.1 165 23.9 179 25.8 152 20.4 178 22.6 149 17.9 179 20.3 147 15.9 179 18.7 145 J y�y A4aW 761n 24.3 161 26.4 140 20.3 161 21.6 137 17.4 161 10.0 135 162 161 17.0 133 = oe V 1Z J 781. 71.5 152 23.5 133 10.8 152 19.9' 131 18.1 152 17.6 128 Q r ~ cN- Q m p TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q z N ' Anchor Capacity Table Plan ANCHOR CAP.,,,,,,,,,, H x s No 0 SLostrale: 2.7k concrete 3.uc ccOc. 1105-cr.Iu FmedcLlu PTWood Metal (D_)X( )=ANCHORCAP.- N16"Eke 1!d'SS Etcd US'Eico 114-SS Eko Nt0St0el 812 Slrel 812 Steel MULLION CAP.,,,,,,.,,, W Arrhor Type: 3116'EkO Ullrecm 114•Eho UllydcOn 0r16•Eko U5r6con 114'Eko Ullrecm N AnchorClip Patterns Ullaxn AggaGala Ultram Ag9rcGalor Screo(G5)Screx(G5) SCMW(G5) USE THIS FORMULA TO OBTAIN THE � X Y Y Eo7e mslamo(l)) 1' 2-t2' 1• 2-12' 3-ve• t' 2.12' 7' 2.12' 2• 3.118' 7 0.48• 0.51' OA'+24• CAPACITY REQUIRED'CORRESPONDING TO AN (0 U) W Emtwonrnt 0ny 1ya• tau• 1a+4• I-W r 1-v4• 1-v4• t-v4• t-v4' 1-174• 1-v4• 7 1-3`6- 1y6• w6es ACTUAL PRESSURE REQUIREMENT FOR THE U N Q O O 4 Atxron,g T Mr.O.C.r m 2x5Argte ai I(Fig.ty 78411ta 78]Ibs 68o1bs t.m les teas lbs 64o¢s 56ofOs ruA 7601bs 74e Ib3 6e9llg 1802116 AR Ios s&s lbs 1437 ibs OPENING,WHEN IT IS LOWER THAN THE MULLION Q U) U) CAPACITY(FROM THE TABLE)OF THE SELECTED Z m O x0 MULLION.IT WILL YIELD A MINIMUM ANCHORa m� CAPACITY WHICH MAY BE USED TO QUALIFY - 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. f--1 266• I Cenlply711y with the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I Building Code avptrmca No ll�g.O 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Exltim 7.Oatc FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .� ® Q Q HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' .4=1 Dario Product Control FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I 1171(1 I 1 I I177j7 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED IL '26' ...., CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' Q,•• <,�GENgF'•.•F`,p THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26-X 2.11'X.125'MULLION No.50705 ')' LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. tITE OF� , 7!`1111111 tr A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A aH Mullion CapaottyTablo(Ibettt) Opening Width(for tar8ca$/-sparcingmUlions)orOponingHolBht(for Mdzortaly-spardigmUllons) Sa 501. 601. 701. 00In 90In 1001n 120 In NOIn 1601n 6� O Rectangular 7tap/TAong. Rectangular TraprTde.g. Rectangular TrepJTdang. Rectanguar TmpTdma. Recbno.w Trapn'dang, ReelanBJar ire4VTAang. Rectangular Trop/Tdeng, Restengubr ToprTAang. Rectangular TrapRAang. io 3.26"30 Loadng Loafing Loadna Loafing Loadrq Loadrg Loafing Loafing Leafing Loafing Loo no Loafing LoaP.na Loafing Loadng Loadng loadng Loadng oz Z V DEO.AL a a p p x BAY MULL z,. a •c,. q o y.. u) ass a ILS, a a� a� "� € � � � � a� � a � $ � ffi � a� N a �E aE a a8 3 a �$ a a$ a �$ �E �E �$ �8 B� a aE a �E a �� �B m 1s. >9. 421n 170.0 620 170.0 435 17D.0 744 170.0 476 170.0 868 ._170.0 608 170,0 092 170.0 519 170.9 1116 170,0 521 170.0 124D 170.0 521 170.0 1468 t70.0 521 170.0 1735 170.0 621 149.1 1740 170.0 521 O W 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 650 1522 1671 170.0 680 130.5 1622 170.0 680 114.2 1522 170.0 680 _ m U) 50.625 In 170.0 747 170.0 563 170.0 088 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 138.8 1443 170.0 756 117.3 1443 170.0 756 102.6 1443 170.0 756 lL c>o 641n 170.0 797 170.0 612 170.0 9% 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 160.4 1353 170.0 637 144.3 1353 170.0 656 120.3 1353 170.0 861 10.7.1 1353 170.0 861 90.2 1353 170.0 861 m 601n 170.0 885 170.0 701 170.0 1063 170.0 787 187.0 1218 170,0 878 140.1 1218 170.0 044 128,9 1218 169,8 938 116.0 1218 152,1 824 87.4 1218 148.1 813 87.5 1218 148.1 013 73.1 1219 148.1 813 f' J 63 N 170.0 030 170.0 745 170.0 1116 170.0 050 160.2 1160 168.8 033 131.4 1160 163.0 914 116.8 1160 141.0 898 105.1 1160 134.2 885 67.6 1150 128.7 671 76.1 1150 120.2 870 85.7 1160 126.2 870 W Z 4A z° m $ 60 In 170.0 874 170.0 789 152.4 1048 185.0 081 130.6 1048 146.8 661 114.3 1018 133.1 850 101.8 1048 127.4 679 81.4 1040 116.6 630 76.2 1048 109.4 521 05.3 1648 108.2 518 57,1 1048 108.2 816 p� m72 In 140,8 Elea 147,9 764 117.4 880 128.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 860 92.0 712 70.4 080 68.2 703 56.7 860 70.2 693 50.3 080 76.6 688 44.0 660 76.4 686 o Z Thin 119.7 790 125.1 690 89.8 790 108.4 676 85.5 790 03.3 663 74.e 780 83.9 852 66.5 780 78.8 617 59.9 790 71.7 635 49.9 760 65.1 824 42.8 790 82.1 818 37.4 790 61.5 817 Q a-- } �- n 78 In [38.4 750 116.6 657 92.3 760 98.1 644 79.1 760 55.9 632 69,2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 750 59.4 594 39.6 750 56.2 588 34.6 750 55.5 S86 Z Q Q 901. 563 74.4 500 60.1 663 62.9 491 51.5 503 54.8 483 45.1 663 48.8 475 40.1 663 M.4 466 36.1 663 40.9 462 3D.0 563 36.2 452 25.8 563 33.3 445 22.5 587 31.6 442 Q m Z r _ {- W" �QO OG In 495 61.1 M3 19.6 405 61.6 435 42.4 495 44.8 427 37.1 491 39.0 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.0 394 18.6 495 26.0 390 W�0 0 0 108in 391 42.6 353 34.8 391 35.8 318 29.8 391 31.1 342 2&1 391 27.6 337 23.2 391 24.9 333 20.8 391 22.8 328 17.4 391 19.7 321 14.0 391 17.8 315 _ titin 370 30.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25,3 320 21A 370 22.6 318 10.2 370 20.9 312 16.0 370 18.t 305 D-' w MQ1201n 317 30.9 289 25.3 317 28,0 284 21.7 317 22.b 280 10.0 11719.0 276 16.9 317 17.9 273 Q144 N 220 17.8 20311 D_s Vill S'A�TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA:AnchorCaaci Table lbs OR CAP.,,,,,,,,, re� 5ubstmte: 2.7k Concrete 3.5k Cone. Milos CMU FRIM CMU PT Wool histol (Duo)X( )=ANCHOR CAP.,,, 101 '5116'Eko 1/4'SS Elco 5/16•Elco 1/4'SS Elco 010 Sleet 412 Steel #12 Sleet MULLION CAP.,,G,,,,,, AOchorClipPatlems Anctwrrype: 3116'EkaUibaeon tl4'EkoUlvaew y16'EkoUitrecon 114'Elco ulvocon Aollmo for Ullreoon AWre6ator Sure(05)Screw(GS) Scrsw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aslmu On): 1• 2-IW V 2-irz• 3.1/8• I• 2-12• 1• 2-1rz• 2• 3.1/6• 2' 0.46• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmOcdnenl0n): 1-3/4' 1.3/4' 1-3/4' 1-314' 2' 1-1/4' 1-I 4; 1-114' 1.114' 1-1H' 1.114' T I Ne' 13/8' modes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Alwlnra Q5'Min O.C.r(2)245 Arab CllP3 I(Flg.1): 390 to. 3901bs 4501bs 890Is$ 1700 lbs 27a los 280lbs 354 Ibs 740bs 374Ibs 720Iba 946 lbs 341 lb. 442lbs 580lbe OPENING,WHENIT IS LOWER THAN THE MULLION q gncMre Q 3.5'hila O.C./(2)2x5 A1gb Cups/(Flg.2): 780 In 7001bs 790 lbs 1870Ibs 25251bs 5f010s 56010.+ WA 112016s 74016s BBO Ibs 18921ba 6B21bs 8851bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 0 AncMrs Q 2.71'A41a O.C./(2)2(5 AnOb Clips/(FiO.J): 11201bs 11201ba BSB lbs 22461bs 22541os WA 8401bs wA 10591bs NIA 13201Ds WA 1022 les 732715s teso lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODULT REVISED ANCHOR CAPACITY TABLE. u wulpIyLng 1v"th0 PID d5 FIGURE I: luildiog Ocde TABLE NOTES: aeptmuv No-'�T�+ •ter •� Otc 0 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. ivni ado Pro datl4.•Ohtla) FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11 I I I I t1 r r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125" \�1t ON( LYNA/ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� '• •<< �i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30° Q, t,1GE(J,pF•..F,p % 3.250- No.58%OS '7i ^ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ // 1�-•- ,f YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125" -_-U : (iC' /y= THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30"BAY -70 �� 'S ii/ LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -•U•• SL Tlo ° THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION "A "40PION T ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. "I' sZCWAn•�\,IN A.LYNNIMILL�R,P.E. FL P.E.#68705 TABLE 16A • N T Mullion Ca ac Tabto lbse n Opening Widill(for verticaly9ptlrd mU)ions)a OponingHojght(for hoft tolysparrirgmUiions) lie a! 50 In 80 in 70 In 60 in 901n 1W In 120 in 140 In too In �O Reatangdar' Tm)YTdaig, Rectaoplar Tmp'n)anf R.fwgAw TrapTd-4. Rec S.M.r Tmp'Tda.g. Rectangular Ttap7Tdang. Rectenildar Trsp7da.g. Rocteneuter T/eSYidang. ReclangNar TiordTlang. RaciangAsr RaplTitm Z>Z> 8.26"46 Loading Loafing Loafing Loading Loed'ng Loafing Loading Loadng Loading Mang Loafing Loading Loafing Loafing Laadng Loafing Loacing Loa3ng oy+42 BAYMULL sT�5 CV a. s s� u a s� s fte a a inry�m w aha ins w d21n 170.0 020 170,0 435 170.0 744 170.0 476 170.0 888 170.0 506 170.0 092 170.0 510 170.0 1116 170.0 $21 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 621 160.3 1871 170.0 521 48In 170,0 7q1 170,0 624 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170,0 601 170.0 1275 170.0 8T7 t70.0 f417 170.0 660 183,7 1637 170.0 680 140.3 1637 170.0 680 122.8 1637 170.0 680 Z 50.6251. 170.0 747 170.0 583 170.0 898 170.4 631 170.0 1046 U04 684 174,0 lt95 174,4 723 170.0 1345 170.0 747 170.0 1494 Y709 756 147,5 1552 170.0 756 126.1 1552 170.0 758 150.1 1$52 170.0 758 a 541n 170.0 707 170,0 812 170,0 843 170.0 691 170.0 1116 170.0 754 170,0 12]$ 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 850 128.3 145$ 170.0 041 110.8 1455 170.0 801 07.0 1455 170.0 801 m 60In 170.0 885 170.0 70t 170.0 I. t]OA 787 1704 1240 170.0 878 157.1 1309 170,0 044 139,7 1309 170.0 906 125.7 1309 iW.S 994 104,8 1309 157.1 882 89.8 1309 1574 982 78.6 1309 157.1 082 F J U 038t 170.0 930 170.0 745 170.0 1118 170.0 850 182.9 1247 170.0 940 142,5 1247 404,5 083 128.7 1247 162.8 085 154.0 1247 144.3 052 95.0 1247 130.2 930 61.4 t247 735.7 036 75-3 5247 13$.7 935 2 LU Z) x,,, 001n 170.0 974 170.0 789 170.0 1189 170.0 003 115A 1190 183.7 985 129.9 1100 147.0 045 115,4 1190 136.5 028 103.0 1190 128,4 914 86.0 1190 119.$ 890 74.2 1190 118.1 893 64.0 1100 118.1 893 Z W� m 2 n 0- c 721n SSi.B 1010 169.8 077 134.7 1010 144.8 859 5154 1010 12L2 8;2 101.0 1010 114,7 828 89.8 1010 105.8 Or 80.8 late 08.9 007 87,3 1010 80.8 785 57.7 1010 07.6 790 505 7010 87.7 769 J 78n 737.4 808 143.8 792 414.5 808 122.0 775 88.1 908 107.1 Tat 859 908 96.2 749 76,3 906 $8.2 738 68.7 906 82.3 720 57,3 908 74,7 7t8 49,1 906 75.2 710 42.9 909 70.6 708 Q �o �r d 127.E 861 732.5 754 105.9 881 112.5 738 90.8 681 98.8 725 79.4 B81 68.5 713 7tl.6 BOt 81.0 703 03.0 881 75A 094 530 801 68,1 681 45.4 661 04.5 875 39.7 881 03.7 672 F 9a to 82.7 848 15.4 574 08.9 648 72.7 561 39.1 648 82,9 554 51.7 848 6e,1 545 404 648 50.9 537 11.4 648 47.0 530 34.6 848 41,5 519 20.1 848 38.2 511 25.8 448 38,5 507 Q m Z N d 86 Gt 88.2 588 70,1 SOS 58,8 588 $8.1 489 48.7 588 51.4 49! 42.8 688 45.8 483 37.9 586 q1A 478 34.1 586 38.4 470 28.4 588 33.4 469 24.3 568 30.5 452 21.3 588 26.7 447 - {~j) LU co 798 in 47.9 449 48,9 ADS 30.9 440 41.2 399 34.2 449 35.7 J93 29.9 440 31.7 387 20.8 449 28.0 382 23.9 449 26.1 377 20.0 440 22.7 360 17.1 M9 20.4 361 15.0 449 18.9 350 U o 441 In }4.1 425 43.0Lu 0 385 38.8 425 37.8 379 31.5 425 32,8 373 27.8 425 28.1 307 24.5 426 26,2 362 221 425 24.0 358 16.4 425 20.7 350 16.0 425 58.6 343 tY LU 10 120ln 34.9 364 35.5 337 29.1 384 20.8 328 24.9 304 25.8 321 21.8 364 22.8 317 19.} 9,01 29,1 313 17.5 384 18.7 309 to 744 In 20.2 253 20,4 233 16.8 253 17.1 230 a � "zoa TABLE 16Bs m0 ANCHOR CAPACITY ADJUSTMENT FORMULA: 9- a mx AnohorCa acl 7ab)e)bs w e.�rc-a Substmie: 2.7x Comet. 3,51,Cott, [too-CMU ANCHOR GAP.•,",,,,,, Fuad CMU PT Wood htemT {DP,}X t }=ANCHOR CAP.,,, $116'Eko IwssEko 5!!6'Elao 174•SSEu #iOSlPT Im..sIm #12 sleet MULLION CAP., ,,,, AUChotC)IpPdK0m6 AnctarTy90: 3516 EtwUlSecon tti'EkoUllraam UiVttan 3fib'EkoUl9acon 114.Eke n9g+oGator Uamcon A69m4otat SaeWfC5)Sarew(CS) SaowtUSj USE THIS FORMULA TO OBTAINTHE'ANCHOR Edpe Dislence(In): 1• 2-12' 1• 2.12• 1 3-118' 1 1• 2-12' 1• 2.12' 2• 3.118• 2' 0.46' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment Ong 1-314` i-354' 4314' t-314' 2' 1-ltd' 1.174' 1-114' 1-174' 1•i/d' 1.174' 2' fa78` fare` canes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclnrs@7 Aon U,C.1(2)bS Angle Clips l(Fq.1j: 390lbs 390 lbs 4501ba 8901bs 17001bs 2701os 2801bs 3St lbs 7401bs 3741be 72aros 946 lbs 34ilb 44z150 560 ros OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Anciwm 413.6•Mtn,U.C.i(2)2.5 A.910 Clips t(Fig,2y. 7801bs 780 ibs 790 tbs 1970lbs 2525 bs 540 IN 560lbs WA i 520 i$s 748IW sao f5s s69z 15s 68z i5s ae5 r5s 11za ms CAPACITY{FROM 7H£TABLE}OF THE SELECTED O Ambwa A 2.71•Aon O.C.1(2)b Angle Clips I(Fq,3): 11201b3 1120Ibs albs 22a81bs 2257 ros WA 840Ibs NIA 105915¢ WA 172010¢ WA 7022 ros 13271bs 16801bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE It 4 FIGURE 1• ANCHOR CAPACITY TABLE. •a mmgfylnBwjUt Uta Fl..I TABLE ES: Rugdtny^.ado SEAv aptr+tco Ito (iipp Dow .. f 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. BY Mfomi adeproductControl FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. t 4 t i t)i E 1777 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,r \�i� OIaV ,•,• 41j�� 0 0 0 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,125• q5° ;•�'�`t`,•'�,tGENge••,F.p ''r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, q:•• t 1L 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' ` rk No.56%05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED Ms YELLOW SOUTHERN PINE,WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125"THIGK.STEEL STUDS TO SE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND 436.All ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND 45•BAY ST .. THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION :.c� ''•.FLORtOP.•" •\�� CSS •....,.. �C9 ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. X77 S/d %- A.Ail3 M1ItiLE2,P.E, FL P.E.#58705 1-1.000'-1 1--1.250'--1 0 � r -I 1.000' 1.000- �--- gee .- n Sg g16 10 10 1.060" 1.000" I oa --.125" .125' 2.750" 2.750' .125' 3.125" 3.186' E' .125' .125' .125' N 2.000' 2.000' 2.116' m 265" .125" U) N rc .125' •37b" 650" L .500" .900' T 7 LU 1'X2'X.125'MULLION 1°X2"X.375'MULLION 1°X 2.75'X.375'MULLION 1'X 2.75'X.650'MULLION, 1'X 3.125'X.5'MULLION 1.25'X 3.188'X.265"MULLION 1.26'X2.11"X.125'MULLION c M 0003-T6 ALUM. 6063•T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, 6063-TS ALUM. 8063-T6 ALUM. 8063-76 ALUM. O X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION XSECTION X-SECTION m p 0 7 Z M w J f-.125' ���--.125' -',f•-,125' CO TABLE A z W g m 2 STANDARD CLIP I 2X5 ANGLE CLIP Dimension Value(in) For Mullion: 6063-TB ALUM. 6083-TB ALUM. 2.000' 2.125" X-SECTION J d o v icZ X-SECTION 2.000' A 1.625 _ U-CLIP I 6063-T6 ALUM. 125" B 2.654 1'X2"X.125' H 0 r r .125' X-SECTIONt L C 0.895 Aluminum Z O ¢ N Tube Mullion Q Z Z � rr ZZI D 0.740 Q-� "o a� Z 'I.740"F- A 1.125 1"X2"X.375' W 0 B 2'404 Aluminum tz 1 0 cYj) 5.500" CUTHERETO .375' C 0.635 Tube Mullion U : Q R .375° 3.125" ••f_CREATE F-CLIP,SEE MIN. 5.000' •375'MIN. D 0.490 <:E a. Z 0 0 MIN. DETAIL F,SHEET .338'MIN. RA 1.875 ti �m0Z r--------I r--------1 --------- ---------- 3.000 1"X2.75'"X a y I I I I A A I U-CLIP A I----------1 L_ _____J L-------J 6063-T6ALUM. `- '"--------"--------' 2X5 ANGLE CLIP 0.757 .375Aluminum TOPVIEW 6083-T6 ALUM. 1116 Tube Mullion _ TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .450 Min. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE 1.312 1'X2.75"X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTEROFANCHOR ANCHOR OC.DISTANCEMAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/i6'. 3.000 .850" SHEETS 5-17 FOR THEANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER.1/18'. SHEETS 5-17 FOR THE D 0,836 Tube Mullion ANCHOR O.C. TABLEB RODUCTRL11'ISUO DISTANCE.MAXIMUM PGT Part# A 2.000 a complying will the Florida ANCHOR HOLE 1"X3.125"X Mull B 2.637 uOdNgCbdc 5.500"� .375' DIAMETER:ANCHOR Mullion Std.Clip Offset Cllp U-Clip Angle Clip .500'Alum .375" MIN. DIAMETER+V18". C 0.863 Tube Mull =d• 1 ma MIN.Y 1"X2"X.125"(5) I 66605 666113M 6661118M I 666243M 666511M D 1.137 ----------- 1"X2"X.375"(6) 666006 6661141M 6661119M 666244M 666512M A 2.625 1.25"X3.188' Hiatal ade Product Control 1"X2.75"X.37&'(7) 66607 666115M 6661120M 666245M CM13M B 3'262 X.265°Alum0 ,862 I I 1 ---I--- i B 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M D 1.762 D Tube Mull \`\��ONI 1,YNN ti1Q�7�iii I i i I 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M ���••'10ENsF''•.F-p 1.26'X2.11"X I i 1.25"X3,188"X.265"(12) 66641M 6661117M 6661113M 666241M 666516M A 1.813 .121"Alum No.58705 _;. u -------- •. 1.26'X 2.11"X.125"(18) 69370 WA N/A WA 666517M Tube Mull _ OFFSET CLIP NOTES: 4' 125, 0003-T6 ALUM. ST TE OF �. I TOPMEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. '-�,��'•., S p '•\4 tORID 740'-{,-�--I 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ''� s`S��ONA1- A.LYNN MiNbEg,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 1.062" -� 1.000 r- -{ moo r- 'jam 740• ow (v xux .063' .385' x"� 5 .062' .062' .438" L12 4.000" ARD CLIP IiY 2 4.000' 4.000' 2625• 2.000' 6 ALUM. 2.125' 2X5 ANGLE CLIP.125' U-CLIP 2.000'CTION 8083-TB ALUM. to 6063-TB ALUM. I X-SECTION •125• N 125"q.2375' 125" .125" X-SECTION L $N m (n y N�' .031' 7- Z O 1 .125•J O W 125 r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE ,'�j W '155'J 375" DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE 2 ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 2 0=° O HOLE DIAMETER:ANCHOR DIAMETER+1/16'. W t"X 4'X.125. 1'X 4'X.376" 1'X 4'X.375' 5.500' m Z M ~ MULLION MULLION 'T'-MULLION CUTHERETO 5.000" 37� H O (O J 6063-T6 ALUM. 6063-TS ALUM. 6063-TB ALUM. 3.125' .375' X-SECTION X-SECTION X-SECTION '375• _CREATE.SHE,SEE A'(IN• z J MIN. I DETAIL F,SHEET4 Z y, O 1.250' .375' Z W °1 r-------� r--------I- CENTER OF r_________ ___________i ..375" � is I I I I ANCHOR HOLE j j MIN. O O e 2 tZ 1.250'--I 1.250' I I I I Q J r I I I I I MUST LIE WITHIN I I J D-o I I 1 I I THEDASHED I I I I I I F BOUNDARY.SEE ~~ O A rn o ___ I} ___,�_ SHEETS 5-20 FOR 1 _______I Q O Z N 2.875' I I I I I £ THE ANCHOR O.C. F Z- so .O 3.94" I I I i I F DISTANCE I i F) Z I I _ 3.260'L 3.250' I I 1 I ANCHOR HOLE I I Of W O Y X I I I I DIAMETER: J to 1n --.100' D624" 0 .100' L __ _J _ ANCHOR �_____________________� U------ DIAMETER+1116'. Q Oz.100' 2X5 ANGLE CLIP B m O624' STANDARD CLIP U•CLIP 6063-T6 ALUM. -t� 9�m2' -T 6063-T6 ALUM. 6063-TC ALUM. TOPVIEW o o 0�� --1.820'F-- I --1 .820" I-- --f .820' I-- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X3.25'X.100' 1.25'X 3.25'X.624" 1.25'X3.94'X.624' SHEETS S-20FOR THE ANCHOR O.C. TABLEC TABLE C,CONT. MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE Dlmonslon Valuo(In) For Mullion: Dimension Value(in) For Mulllon: 6005.76 ALUM. 6005-TS ALUM. 6005.76 ALUM. DIAMETER:ANCHOR DIAMETER 1/16'. - F 3.687 1'X4' F 1.938 1.26'X.3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125" G 0.500 X.624' 3.469' 5.500" H 2680 Aluminum H 1.438 Aluminum I 3.000 Tube Mullion 1 3.250 Tuba Mullion 2.661' 125• .375"� ,375' F 3.187 1'X4'X F 2.625 1.25"X3.94' 1.877" MIN. G 0.757 .375' G 1.125 X.624' 1.377 .125' / I RODU1.1's �_______� H 2.430 Aluminum H 1.500 Aluminum uurap1y11Ls will'the'lar(da I I I I � I 3.000 Tube R'T" I 3.250 Tube Mull!on 3u0dIa3Codc /�=-1/1 I 1 I I I F 2250 1.25'X3.25' F 2.813 1301 Bay Mull m�g�n"'HO / .125" I i 1 i G 0.750 X.100" F 2.875 45°Ba Mull pcw .125' q5° 2.250' H 1.500 Aluminum �larnl ado Product Control 30° I 3.250 Tube Mullion H I I I I I TABLED 3.250'4u BAY MULLION 3,250' I 1 I I 30,BAY MULLION 6063-T6 ALUM. I �_______� I �_ � Mull Dimension POT PartN \`��0��� 4'NN 6063•T6 ALUM. I X-SECTION (sheet#) Mullion std.Clip Offset Clip U-Clip Angle Clip ` \ '•1GC-NS. '•.,�P X•SECTION L I I V C 1'X4'X.125'(10) 69364 666111M 6661122M 866241M 86651BM rC' G OFFSET CLIP No.58705 T I .125�- 6063-T6ALUM. 1'X4'X.375'(11) 66810 686112M 6661123M 666242M 666519M ' .228'J �-.981'-, .226",4--,981'x-1 TOPVIEW 1-X4'X.375"7(11) 66653 666112M M1123M 666242M 666519M _ if� NOTES: .740" 1.25'X3.25'X.100'(13) 20160 6601127M M1124M 6662410M 6665115M ='0 1 5 t. .: 1.25•X3.25'X.624"(14) 20161 6661128M 6661125M 6682411M 8865118M '•, 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.26'X 3.94'X.624'(15)1 20102 6661117M 6661128M 668241M 686517M ',n,��'., FATE F W`" -tORID,, 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degreo(19) 86649 WA WA WA 8885110M %�SS�ONAL CGCG•� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 68650 WA WA WA 6665111MLYtftL I A. M)CL�Ru`P,P.E. F L P.E.#58705 TABLE E Mull Dimension PGT Part# (shoot#) Mullion Std.Clip U-Clip Angle Clip J---.125• '� -125" --11--.125' xace a 2"X4"X.25"(16) 66602 886281M 586271M 6665112M oo O 2"X6"X.25"(17) 66604 666282M 666272M 6665113M I STANDARD CLIP FI U-CLIP 2X5 ANGLE CLIP gig u 6063-T6 ALUM. 0063•TB ALUM. 6063-TG ALUM. 2.000' XSECTION 2.125' X•SECTION 2.000' XSECTION NOTES: I 04 .125" 0] 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125 .125" U) &M 'W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. LL ZO yN cA 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I---1 490•--I T HOLE LOCATIONS. 1.490' J W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 7- 5.500, 5.500` Ix m 0) CUT HERE 3.500' CREATE F-CLIP. 5.000"--L_375" m c) p -2.000--1 .375' _SEE DETAIL F. .375' re 375" �- MIN. ZO t MIN. r SHEET4 MIN• 1-- J Z -------- 1 I I I I i_________ �W I I I I 1 J O_a U rrZ 4.000' I I I I Q tee- -i-- --- --I- 3.438" +- 3.438' re j--------j I- U 4 o .250'- 2'X 4"X.25' I I I I Z cV MULLION I 3.438" 1 I Fa-• Z BZ 00 p 6063-T6 ALUM. j i i I .375" Z =o a� Z XSECTION I I I -� W O o -I--- -------j -- -- L------------------- MIN. _ Y Y L- STANDARD CLIP 2X5 ANGLE CLIP O Q O U-CLIP,6063-T6 ALUM. Q Z O CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 0_o m(!) (n .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW _ ,. O s:0 SHEETS 5.20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. ,L��`O� DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE F DIAMETER:ANCHOR DIAMETER 1116`. WITHBy THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1l16". SHEET.5.20 FOR THE ANCHOR O.C. .Fr7�� 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1116'. 5.000" 2.000'- 3.500' CREATE F-CLIP, .375" .37� SEE DETAIL F. .375' �- MIN. r-SHEET4 MIN. MIN. .375' I I I I I I I i i complying wRh the Flcfide I I I I I uEding Codc /j I I 1 I No"1.4a- -? I I I 1 I I I I ado Rodect Control .250. 6.000" re -i-- 1-- --j 4.688" r 5.438' 1--------i tttlll:rrr I I 5.438' 5.438' I � �( LYNM (F ,.•�10ENSP•'•.'Q i 7.'X 6'X.25' MULLION 6063-TB ALUM. I I I 5r' N0.58705 XSECTION 1 1 .375' _ `-------- ------ � L---------------------j MIN. -. - � Oma- STATE OF 250" STANDARD CLIPL U-CLIP 2X5 ANGLE CLIP i� \ 8083-T6 ALUM. 6063-T6ALUM. 6063•T6 ALUM. �)S8/ONAU�C`�� TOP VIEW USED FOR 2-X6-MULLION.SHEET 17 TOPVIEW //r I rOPVIEW A.LYNN M11:1.2R,P.E. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING: 9�N ¢ I 2Um0 PW PW I IR � u z N MZDH ,� JSHIDH SHIOH SHIDH PW 0 J/ ] 0 Om / W o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / m � In SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I HINGED g ~ J DOOR m SGD Z j LOADING OF VERTICAL MULLION U W PW I ,�j W o vZ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a 't Q W Z N m0 d� I PW PW I I PW Ur y o" Q H/DH SHIDH' I - - U U Q 4 SWDH SH/DH I Q Z U u 1 a o m0 o 4 i SH/DH e � LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW PW HR / I 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I P HINGED I NOTES: DOOR PW PW I R011UCT REVISED s complyingwI We Florida - - I 1)DRAWINGS ARE ulding Cddc I RERESENTATIONS OF TYPICAL amploncoNo S PW CONFIGURATIONS. D PN, - CONFIGURATIONSNOT SHOWN _ O O MAY BE EXTRAPOLATED FROM �pc pq Coduvl THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT I I BE DETERMINED,USE '• << �� I PW �'��.•,GCMSr'•.��Q i I RECTANGULAR LOADING. `, Q;•' V PW PW `t I - 3)SEE PRODUCTS'APPROVAL FOR No.58705 ACTUAL ANCHOR LOCATIONS. ,yrCL...;,�._ LOADING OF VERTCAL MULLION LOADING F VERTICAL MULLION PANEL OF HINGED DOOR IS NOTI ICAPTURED OR ANCHORED WITH INTTERSECTTIING HORIZONTAL MULLIONS I �D ••' �-t jS ( : �GTAI'E(F � LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN NfIULE)2,.P,E. MULLION MULLION FL P.E,#58705