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Product Approval (2)
Florida Building Code Online Page 1 of 2 RECEIVED JUL 22 2015 rld Hodda Depat4mentaf BCIS Home ; Log In { User Registration { Hot To i ub �L Su a5geq{ S t@•8 Facts Publications {FBC Staff {BCIS Site Map { Links { Search { Bushes �L � ' , Profess! Product Approval ;USER:Public User Regulation Product Approval Menu>Product or Application Search>Application Us t>Application Detall *EE FL# FL261-119 M Application Type Affirmation 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 Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,.FL 34275 (941)486-0:100 Ext 21140 jrosowskl@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category1'•'-1111iridows Subcategory Mullions. Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 -TAS 202 1994 Equivalence of Product Standards Certified By [51I affirm thatthere are no changes in the new Florida Building Code which affect my product(s)and my ii https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 7/9/2015 Florida Building Code Online Page 2 of 2 r product(s)are in compliance with the new Florida Building Code, Documentation from approved Evaluation or Validation Entity �::�;5 Yes 0 No 0 N/A FL261 R9 COC FL261 to 2014.Ddf Product Approval Method Method 1 Option A Date Submitted 06/29/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL# Model,Number or Name IlDescription 261.1 Mullions for All Doors and Aluminum%Vinyl Mullions Windows Limits of Use Certification Agency-Certificate Approved for use in HVHZ:Yes FL261 R9 C CAC 14-1105.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of FL261 R9 II 14-1105.0l.Ddf Acceptance(NOA)for product performance Information, Verified By: Miami-Dade BCCO-CER and mullion clip anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovright 2007-2013 Stade of Florida.::Privacy Statemenr[::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. .Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,.F.S.,please dick here. Product Approval Accepts: SCCUritVh1h't7trcv https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 7/9/2015 MIAMI.DADE WHA,NIi DADECOUNTY,FLORJDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NQA) vvmv. .miamldede.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FI.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 Miaini-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 AW 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 ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped 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 08/29/1 lwith 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 County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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 Coi trol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has.been no change in the applicable building code negatively affecting the performance of this product. TERAIUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document iiientioned above. The submitted documentation was reviewed by Jaime-D.Gascon,P.E. . NOA No. 14-1105 Di M1AM!•DA®uNi1r ��s i,�r� Expiration Date: May 26,2016 Approval Date: February 12,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and.sections. (Submitted wider previous NOA No. 10-0819.0 2.• Drawing No. 63003R, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test; Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 241,1:3.2.1, and TAS 202-94 along with marked-up drawings and installationdiagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTI, 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. (Sub»titted 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(RBR). E. MATERIAL CERTIFICATION_S 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 51h Edition (2014),dated 11/03/14,signed ands 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. '-Jaime D.Gasco ,P.F. Product Control Section Supenisor NOA No.14-1105.01 i;xpiration Date: May 26,2016 Approval Date: February 12,2015 E-1 1 ) , PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No;.. TL 6443, issued.by Fenestration Testing Lab,Inc,,dated 05/05/11,signed and sealedby Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.0X) 5. Laboratory compliance letter for Test Report No. PTL-6.443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No, 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted 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. • • Jainze D.Gascon,P.E. ,o Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 i SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT -R LARGE AND SMALL 1)DETAILS SHOWN ARE:FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO AN) MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUAT EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTION MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHER: FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE O MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. A-D,G,H; SHAPE SHEETS 2,3 I -- 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS Cl I j��`\\ DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUA 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THF;RESPONSIBILITY OF OTHERS AND IS BEYO INSTRUCTIONS. SEE DETAILS I/. / jl ATHRU G; I 1 / I 1 I I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUC SHEETS 2.3 I __ I j I _ __ I SEE DETAILS THRU A ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FC _ 1 G; I _ --- ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORA, SHEETS 2� PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING VERT. HEIGHT MULL 6. .. FOR. )WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE LENGTH HORIZONTAL SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE C AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTE1 REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON)AGGRE-GATOR NOA'S;ANSI/AF&F PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL BE OF ANY TYPE. MUST MANUFACTURED g)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREME III CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE 0 tBY PGT. PGT-APPROVED FENESTRATION-PRODUCTS HAVING CURRENT APPROVALS. /SEE DETAILS 10)MULLIONS ARE.IN COMPLIANCE FOR USE IN THE HVHZ. HORIZONTAL A-D.G.H; MULL -SHEETS 2-3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THE LENGTH HORIzoNr/u WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FV FOR THE OPENING US 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODL ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR" MULL'I LENGTH I'- F . OPENING WIDTH--j I--HORIZ.MULL LENGTH-� 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT-1 FROM TABLES 1A THRO' THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE ML F / -1 F /� MULLION CAPACITY(LBSIM)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSI � J/ OPENING f STEP i). HEIGHT ,.,.�"A TI It-nA"Af TAnf=I ll+ M A%An^tlC ClAlll TUG%IAI 1 to 1►1 TtlL klf ^. l 1 1 DETAIL A: DETAIL B: MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X OR WOOD FRAMING WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) I MULLION 6 1 I } e ° e d I I ' I I SEE SHEETS a EITHER THE ° I I i 2123 FOR HOLE d j° I STANDARD OR e I LOCATIONS • a OFFSET MULL a EDGE o CLIP MAYBE I e DISTANCE o ° INSTALLED BY d a I I I FOR WOOD I I THIS METHOD. a SCREWS ° f—.260"MAXFOR d d4 a ALL MULLIONS" e ° a ° d EXTERIOR ° ° d EDGE DISTANCE e� ° 4 e FOR MASONRY THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR EXTERIOR e d a FIN-FRAMED WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR . TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-16B SEE TABLES 1B-16B EOGElEND DISTANCE SEE TABLES EMBEDMENT BUCKSTRIP '113-1613 + AND EMBEDMENT' ATTACHMENT BY OTHERS, ■,. SEE NOTE 1, - • SHEET 1. MIN: SIDE VIEW FRONT VIEW INSTALLATION NOTES: DETAIL C: --1 .12W MIN. MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE MULLION cr (STANDARD CLIP SHOWN) �Y VARIES EITHER THE I TYP.ANCHOR c. + PER SUBSTRATE, STANDARD OR SEE TABLES 113-1313OFFSET MULL I I CLIP MAY BE I I I EDGE DISTANCE TOP VIEW INSTALLED BY THIS METHOD. I I I I v FOR MASONRY ANCHORS VARIES ---moi is I d v ' I I 4 d V V d V 4 EXTERIOR Q` s 4' ; EDGE DISTANCE v ° THE OFFSET CLIP IS FOR MASONRY d RECOMMENDED FOR ANCHORS FIN-FRAMED LINTERSECTI( v d ' WINDOWS,BUT MAY U-CLIP ° o Q ALSO BE USEO FOR OTHER FRAME TYPES. TYP.ANCHOR .4- PER SUBSTRATE, d 4 a SEE TABLES IB-13B TYP.ANCHOR BUCKSTRIP PER SUBSTRATE, AND SEE TABLES 1B43B FRONT VIEW ATTACHMENT a. BY OTHERS, e . SEENOTE1, EMBEDMENT a SHEET I. ' e °• e• � EDGE • DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-135 FRONT VIEW SIDE VIEW DE MULLION, STE (STAN DART INSTALLATION NOTES: - STRUCTURE TYP.ANCHOI 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. G= Q PER SUBSTR SEE TABLES 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a "I 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 ` FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. � 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. DETAIL F: DETAIL G: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. MULLION 3 O O O O O O O O SIDE VIEW SHOWN WITH 1'X4'X.126 . 1 TOP VIEW MULLION I EXTERIOR I I I TYP.ANCHOR' STANDARD MULLION CLIP 1 1 -PER SUBSTRATE, 1 \ MODIFIED TO FIT FIELD I CONDITIONS SEE TABLES 18-148 \ I MULLION j I 2•X 5'X.125' ANGLECLIP, 6L I I I 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. I I I I TYP.ANCHOR b N_�,__ PER SUBSTRATE, SEE TABLES 1B-14B INTO WOOD, (� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR O pAcf- ON -�. �� INTO WOOD,STEEL, ® ® ALUM,CMU OR MASONRY EDGE H DISTANCE PFR TABLE 1A Mullion Capacity Table Ibse Opening Width(for verticaliy sparvirg mullions)or Opening Height(for horizorlta*spamUg mullions) 501n 601n 70 In 80 in 001n 1001n 1201n Rectangular 7replitlang. Rectangular Trep/iHang. Rectangular 7replTrlang. Rectangular Trap/itlang. Rectengular TrapRrfang. Rectangular TraplTdeng. Rectangular TtaplTdeng. Rectangula 1 x 2 x.126 Loading Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Alum.Tube Mullion ^ a ST is 421n 111.8 408 129.5 332 93.2 406 115.5 325 70.9 408 107.8 321 69.9 406 104.4 319 62.1 408 104.01 319 55.9 408 104.0 319 46.6 408 104.0 318 39.9 401 481n 74.9 312 83.8 268 62.4 312 73A 262 53.5 312 67.0 248 48.8 312 63.2 246 41.6 312 61.3 244 37.5 312 01.0 244 31.2 312 61.0 244 26.8 31: 60.625 in 63.9 281 70.6 234 53.2 261 61.5 228 45.8 261 55.7 224 39.9 281 52,1 222 35.5 281 60.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 28 541n 52.e 247 57.5 207 43,9 247 49.8 202 37.6 247 44.8 189 32.9, 247 41.5 198 28.2 247 39.4 t94 28.3 247 38.4 193 21.9 247 38.1 193 18.8 24' C 60 in 38A 200 41.2 t70" 32.0 200 35.4 166 27.4 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 168 J 63 In 33.1 181 36.3 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 t6.6 181 25.7 143 66 in 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23A 136 18.0 165 21.0 134 721n 22.2 139 23.3 120 18.5 139 19.8 118 15.8 139 t7.5 116 76 In 18.9 125 19.7 109 16.7 126 16.8 107 781n. 17.5 118 18.2 104 TABLE 1 B Anchor Capacity Table(U )--- Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood hl 5/16'Elco 114'SS Elco 5118'Elco 1141SS Elco 1110 Steel 1712 Slael 0`12Anchor Clip Patterns Anctror7ype: 3lt6'Elco Ultracon 114'Elco Ullrecon UlVeaon 3116'Elco UlVacon 1/4'Elco Ulireeon AggreGalor UlNacon. AggreGalor Screw(G5) Screw(G5) Sere Edge Distance ft t' 2-12' 1' 2-I.W. 3-1/8' i' 2-112' 1' 2-112' 2' 3 tl8' : ,. 2• 0.48' 0.54' 0: Embedment Mx 1-314' 13l4' 1.374' 1 l4'.: 2' 1-114' 1-114' t-1/4' 1-114• 1414' 1414' 2' 13/8' I-To! �e 2 Anchors t 475'Min.O.C./Standard or Offset Olp(Fig.ik 390 lbs 390 ibs 450 lbs 6W Ita 1044 lbs 270 lbs 280 lbs 354 Ibs 740 lbs 374 lbs 664 ft- 946 ft 341 lbs 442 The W 4 Anchors @ 1AY Min.O.C./Standard(or Offset)Cifp(Fig.2): 480 lbs 700 lbs NIA WA WA WA 380 lbs WA NIA WA WA WA 682 lbs 885 lbs III 4 Anchors @ 3'Min.O.C./(2)2x5 Angle Clips I(Ftg.3): 780 lbs 780 lbs 680[be 1560 lbs 1696 lbs 540 lbs 560 lbs" WA 760 lbs 748 The 880 lbs 1692 lbs 682 lbs 885 The 11: 2 Anctrors @ 0.45'Min.O.C.I U-Clip,Into.125'Alum.(Fig.4}: WA WA NTA WA WA WA WA WA WA WA WA WA NIA N/A 71: 1 Anchor/F-COp(FIg.6):1 195 lbs 1 195 lbs 225 Ibs 445 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 167 IN 332 lbs 473 lbs 170 lbs 221 lbs 28 2Anchors Q 1.15'Min.0.01 F-Ulp(Fig.ftj 240 lbs 1 350 lbs N/A WA WA WA 190lbs WA WA WA WA WA 341 lbs 442 lbs 66 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 INFORMATIO SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWAE FIGURE 3: 31 MULLION AND*MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE TABLE 2A Mullion Capacity Table Ibse Opening Width(forverUcall -spanning mUllons)or Opening Height(for hoilzontaiVspenHng mullions) 501n 801n 701n 801n 901n 1001n 120 In 1 Rectarguiaz Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdarg. Reclargular Trap/Tdang. Rectangular TrapTrIang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectanguiar 1 x 2 x.375 Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube Mulllon .. ,. EL 421n 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.6 662 169.5 518 100.8 662 168.9 517 90.8. 682 188.9 517 75.7 662 168.9 517 64.9 662 481n 121.6 607 138.0 419 101.41607 119.2 410 86.9 507 108.7 403 78.0 607 1028 399 67.6. 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 396 43.4 607 50.625 In 103.7 456 114.6 379 86.4 456 99.9 371 14.1 456 90.6 364 64.8 456 64.6 360 57.6 458 61.3 357 51.8 456 80.0 356 43.2 458 60.0 356 37.0 456 541n 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 316 427 400 62.3 314 35.6 400 61.8 313 30.5 400 60 in 623 324 66.9 278 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 420 255 28.0 324 40.5 253 222 324 �C 631n 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241. 33,8 294 39.8 237 29.9 294 37.1 234 26.8 294 35.2 232 224 204 33.5 230 19.2 294 0 66 In 48.8 288 49.6 230 39.0 2e8 424 225 33.4 268 37.5 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19.5 268 28.0 210 16.7 26E 72 In 36.0 225 37.9 196 30.0 226 322 191 25.7 225 28.4 188 225 1 225 25.6 185 20.0 225 23.5 182 18.0 225 221 160 15.0 225 20.3 177 129 221 7e In 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 183 12.8 202 18.7 180 10.9 20: 78 in 28 3 192 29.6 168 23.6 192 25.1 165 1 20.2 192 220 162 17,7 192 19.7 159 15.7 192 18.1 1157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 19: 901n 18.5 144 18.0 128 16.4 144 16.1 126 961n 16.2 127 45.8 113 TABLE 2B Anchor CapacIty Table lbs Substrate: 2.7k Concrete 3.5k Corm. Hollow CMU Filled CMU PT Wood M 5/18'Etco 1/4'SS Elco 5/15 Elco 114'SS Elco 010 Steel 012 Steel #12 Anchor Type: 3/l8' 1co Ultrecon 1/4'Elco Ultracon 3/18.Elco Ultreaon 114'E166 Uitracon AnchorCllpPatterns unrecon AggreGatar Ultrecon AggreGalor Wow(G5) Screw(G5) Sore Edge Distance(Iny 1"7'!,- 2-1/r 1' 2-1/2' , 3.118' 1' 2-112' 1' ;:2-1/2' 2' 3.118' 2' 0.48' 0.54' 0.: Embedment(iny 1314' .. 1.314' 1-314' 1314' 2- 1-1/4' -1.114' 1.1/4• 1-114' 14/4' 1414' 2' 1318' 1316' w 2 Anchors®4.75'Min.O.C.l standard or Offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs 890 lbs 1844 lbs 270 lbs 260 lbs 354 Ills 740 Ibs 374 lbs 664 lbs 948 lbs 341 Ibs 442 ibs 56 4 Anchors @ 1.15'Min.O.C./Standard(or Offset)Up(Fig.2): 480 lbs 700 lbs WA WA NIA WA 380 lbs NIA N/A N/A WA WA 662 lbs 885 lbs fl: 4 Anchors®W Min.O.C./(2)20 Angle Clips/(Fig.3y. 7e0 lbs 7811 lbs 680 tbs .1560 lbs IWe lbs 540 lbs 560 lbs WA 760 lbs 748 lbs 880 lbs 1892 lbs 682 lbs 885 Ibs 11: 2 Anchors @ 0.45'Min.O.C./U-011p,Into.125'Alum.(Fig.44 WA WA WA WA HIA WA NIA WA NIA WA WA WA WA WA 71 1 Anchor/F-alp(Fig.5X 195 Ibs 195 Ibs 225 lb. 445 Ibs 622lbs 135 lbs 1401 s- 177 Ibs 370 lbs 167 Ibs 332 lbs 473 Ibs 170 Ibs 221 Ibs 28 2Anctwe @ 1.15'Min.( )j 24D lbs 1 350 lbs I NiA I WA NIA WA 100 Ibs WA N/A WA WA WA 341 Ibs 4d21bs 66 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 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABL TABLE 3A Mulllon Capacity Table IbSw Opening Width(for vertically-spanr4rg mullions)or Opening Height(for horizontally-sparring mtfions) 501n 60 in 701n 60 In 90 In 100 in 120 In w1 w17d X t i Rectangular TraplrHeng. Rectangular Trap/Trleng. Rectangular TrepJTrlang. Recterngufer Trapfitang. Rectangular TrapMeng. Rectangular Traprrilang. Rectangular TraplTrlang. Rectengula ' -1 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loading 376 Alum, i TTube. .. -21 mal '151 42 In 1 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 5W 170.0 992 170.0 519 170.0 Site 170.0 521 170.0 1240 170.0 521 1483 1301 170.0 521 127.5 130 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 138.6 1139 170.0 880 H3.9 3.9 1139 170.0 680 97.6 113 60.625 In 170.0 747 170.0 563 170.0 698 170.0 631 167.6 1032 170.0 684 148.0 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.8 1032 170.0 756 63.8 103 64 in 170.0 787 170.0 612 161.3 907 170.0 691 136.2 007 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 '141.1 710 80.6 907 140.0 709 69.1 901 60 in 141.1 735 151.5 625• 117.6 735 .130.3 611 100.0 735 116.0 599 1 88.2 735 106.2 1 590 78.4 735 99.5 1 583 70.5 1 735 95.1 576 56.8 735 91.8 574 60.4 731 63 in 1 121.9 666 130.0 570 101.6 668 I 111.5 557 87.0 1 666 98.9 547 76.2 666 90.1 538 67.7 688 83.9 631 60.9 1 666 79.8 528 50.8 1 666 75.8 521 43.5 661 66 in 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 68.2 607 77.1 493 55.9 607 71.5 486 53.0 607 67.6 481 44.2 807 63A 476 37.9 60 C 721n 81.6 510 85.8 1 443 68.0 510 73.0 434 58.3 510 64.3 426 51.0 510 57.9 419 45.4 510 63.3 413 40.6 510 50.0 408 34.0 510 45.9 1 402 29.2 511 76 in WA 456 72.5 40D 57.8 456 61.7 392 49.6 458 54.1 385 43.4 458 46.6 378 38.6 458 44.6 373 34.7 456 41.8 388 28.9 456 37.7 382 24.8 451 781a 84.2 435 87.0 361 53.5 435 56.8 373 45.9 435 48.8 568 40.1. 435 44.7 360 35.7 436 40.8 356 32.1 435 38.1 351 28,8 435 34.4 344 22.9 431 90 In 1 41.8 327 43.1 280 34.8 1 327 1 36.4 265 1 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 32; 961n 34.4 287 35.4257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14A 287 16.9 232 108 in 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 1198 15.1 227 16.0 1195 III In 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 188 1201n 17.6 184 17.9.. 187 TABLE 36 Anchor Ca^aoi Table Iba Subslretdr 2.7k Concrete 3.5k Cork. Hollow CMU Filled CMU PT Wood M 5116'Elco 114'SS Edo 5116'Eloo i/4'SS Elco 1110 Steel 012 Steel 912 AnehorCllp.Patteme Anchor Type: 3116'Clco Ullrecon 114'Eko Ullreeon Ultiacon 3116'Eko Uilreoon 1114"Elco Ultracon AggreGator Ullracon Aggreeator Screw(G5) Screw(G5) Sore Edge Distance(In): 1' 2-1/Yt' 2-1/2' 3.118' 1' 2.1/2` i' 2-112• 2' 3.118 2' 0.48• 0.54• 0. Embedment(iny 1314' 1-314' 1.314' 1-314' 2' t-1/4' 1-114' 1414' 1-114' 1-114' 1-14' 2' 1318' 1-ale' w 2Anohore @ 4.75'Min.O.C.I Standard or Offset Clip(Fig.1� 390[be 390 lbs 450 lbs 890 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 lbs 664 lbs 946 lbs 341 lbs 442 lbs 1 fib 4 Anchors @ 1.15•Min.O.C./Standard(orOfrset)Clip(Fig.2): 480 lbs 700 lbs WA WA WAFNIA380 lbs WA WA WA WA WA 682 lbs 085 lbs 11S4 Anchors @ 3'Min.O.C./(2)2x5 Angle Clips/(Flo.3): 700 lbs 780 lbs 660 lbs 15W lbs 1896 lbs 580 Ibs WA 7601bs 748 lbs SWIM 1892lbs 682 lbs 885 lbs It. 2 Anchors @ 0.45'Min.O.C./ll-01p.into.125'Alum.(Fig.4): NIA WA WA WA WA WA WA WA WA WA WA WA NIA 71 1 Anchor/F4;gp(Fig.5): 195 ibs i95lbs 225 lbs 445 lbs 822 lbs 1401bs 177 lbs 3701bs 187lbs 332 lbs 473lbs 170 lbs 221 lbs 28 2 Anchors @ 1.15'Min.O.CJ F1Yip(Fig.8): 240 lbs 3501bs WA NIA WA190 lbs WA WA WA WA WA 341 lbs 442 lbs 56 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 FIGURE 1: FIGURE 2: TABLE NOTES: 11 RFF RIdFFT 4 MR IPIRTRI UITIOMA nPJ I IRM,TNF TARI FR AM R41FFT 25 FC]R INFt7RMAT TABLE 4A Mullion Ca ao Tabie bsHt2 Opening Width(for verUcaiVspaming mUlions)or Opening Height(for hodzo eIVsparTkg mttlions) so in 60 in 701n 80 In 001n 1001n 120 in 1 1 X 2.76 x Rectangular Trapilliang, Rectangular Trop/Tdang. Rectangular TraplTdang. Rectangular Trap/Mang. Rectangular Trap/Tdang. Rectangular Treprrdang. Rectangular TrWIllang. Rectangular .860 Aium. Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loading Loafing Loading Lowing Tubeca n �. a �pQ A � ((p}. Mullion (p R G G R G (p G 3 G G (Q (Q G G 3 C v v v v v V o t3 da V ash is g g as g hs o � �^ �� � _� >3� � >s Ise IS QC g 42 in 170.0 820 170.0 435 170.0 744 170.0111225. 888 170.0 SW 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 162 481n 170.0 708 170.0 524 170.0 850 170.0 992 170.0 e30 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 141 50.625 In 170.0 747 170.0 563 170.0 898 170.01046 170.0 684 170.0 1195 170.0 723 162.6 '128a 170.0 747 148.3 1280 170.0 756 121.9 1286 170.0 75e 104.5 128 54 in 170.0 797 170.0 012 170.0 956 170.01118 170.0 754 150.7 1130 170.0 603 133.9 1130 170.0 837 120.6 1130 170.0 656 100.6 1130 170.0 tim 86.1 113 60 in 170.0 885' 170.0 701 148.5 915 162.3 915 144.5 748' 109.0 915 132.3 735 81.6 915 123.9 .728 87.9 915 118.5 720 73.2 915 MA 715 62.8 OR r 63 in 151.8 830 161.9 710 128.5 630 138.9 694 108.5 830 123.2 681 94.9 630 112.2 870 84.4 830 104.0 602 75.9 030 89.4 650 83.3 830 94.5 649 54.2 831 Tp 60 In 132.1 757 140.0 050 110.0 757 118.8 838 94.3 757 105.9 624 62.5 757 98.1 814 73.4 757 89.1 608 66.0 757 84.2 600 55.0 757 79.0 593 47.2 751 e 721n 101.7 638 106.8 552 84.8 838 91.0 540 72.7. 836 80.1 530 83.8 838 72.2 52t 56.5 636 66:5 514 50:9 838 62.3 508 42.4 630 57.2 500 36.3 031 781a 86.5 571 90.4 498 72.1 571 .76.8 488 6 . 571 67.4 470 64.1 571 60.8 471 48.0 571. 55.5 464. 43.2 57t 51.8 469 38.0 571 47.0 451 30.9 57' 78 in 80.0 542 83.4 474 68.7 542 70.8 465 57.1 $42 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 .47.5 437 33.3 542 42.9 429 28.6 54. 901n 52.1 1 407 63.7 381 43A 407' 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 2a.9 407 32.1 3311 20.0 407 29.6 334 21.7 407 28.1 327 18.6 40; 06 In 42.9 358 44.1 320 35.6 356 37.2 314 30.7 358 32A 309 20.8 358 28.8 304 23.0 356 28.1 300 21:5 358 24.0 206 17.9 358. 21.0 289 15.3 351 1081n 30.1 283 30.8 255 25.1 283 25.9 251- 21.5 2e3 22.5 247 18.8. 283 19.9 244 16.7 283 18.0 240 15.1- 283 16.5 237 111 In 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.0 235 17.3 267 18.3 231 15.4 287 16.5 228 1201n 22.0 229 22.3 209 18.3 228 18.5 205 15.7 229 48:2 202 TABLE 46 Anrshor Ca Itv Table lbs Substrate: 2.7k Concrete 3.5k Cono. Hollow CAlu Filled CMU PT Wood M 5118'Elco 114'SS Elco 5/16'Elco 1/4'SS Elco 910 Steel It12 Steel M Anchor Clip Patteme Anchor Type 3116'Elco Ullracon 114`Elco Ullracon Ulltecon 3116•Elco UlUecon 1/4'Elco Ultracan AggreGator Ullracon AggreGator Screw(05) Screw(G5) We Edge Distance(in): 1• I 2-i/2' 1• 2-lir 3.1/8' r 2412• 1` 24n' 2• 3.116• 2- 0AW 0.64' 0. Embedment&.1 1314' 1.314' 134' 1314' 2• 1-114' 1414' 1-114' 1-114• 1-1/4' 1-114' 2' 1318' 1318' 2 Anchors @ 4.75'Min.O.C./Standard or Offset Clip(Fig.1$ 390 Ibs 390 lbs 450 lbs 690 Ibs 1644 lbs 270 lbs 230 lbs 354 lbs 740 lbs 374 lbs 664 lbs 946 The 341 lbs 442 lbs 56 4 Anchors @ 1.15'Min.O.C.I Standard WOlfset)Clip(Fig.2): 480 lbs 700 lbs NiA NIA WA NIA 380 lbs NIA WA WA WA WA 682 The 0-5-1;6- 11. 4 Anchors @ 3'Min.O.C./(2)2x5 Angle Clips/(Fig.3}: 780 lbs 780 lbs 6W U 1560 lbs 1898 lbs 540 lbs 560 lbs WA 760 lbs 748lbs 880 IN 1892 lbs 682 lbs 685 it: 2 Anchors @ 0.45•Min.O.C./U-Clip,into.125•Alum.(Fig.4) N/A WA WA WA WA WA WA WA WA WA WA WA WA 71 1 Anchor/F-CGp(Fig.5r 195 lbs 195 lbs 225 lbs 445lbs 822 lbs 135 Ibs 140lbs 177 lbs 370 lbs 187 The 332 lbs 473 lbs 1701b9 221 lbs 20 2 Anchors®L75'Alin.O.CJ F Clip(Ftp:Gyl 240 Ibs350 Ibs WA WA WA NIA 190 Ibs WA WA WA WA WA 341 lbs 442 IN 56 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED 1N THE EXAMPLE ON SHI FIGURE 1: FIGURE 2: : TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION f2FF AUPPTR 9-d PnP rFNFRAI IN-QTAI 1 ATIr1N MFTt-InnA TABLE 5A Mullion Capaotty Table Ibs1W Opening Width(for vertlealy spamirg millions)or Opening Height(for horizontalyspartirg mullions) 50 in 60 In 70 in 60 in 90 in 100 In 1201n Rectangular Tre"ang. Rectengder Trap(Mang. Rectangular Trap/Tdang. Rectangular Treplritang. Reclenlar gu Tn+prTdang. Rectangtdar Trep/Tdang. Reolengufer Traplidang. Reclanguta 1"X 3.126"X Loading Loading Loafing Loading Loading Loading Loadng Loading Loading Loading Loading Loafing Loading Loading Loading .600 Alum 'a •a.. D 9 -a a a �s f- t ,. � -.. -t e- -t- -t .. a ,. -t- _t 7 g a Tube Mull �� o � �� >g s31g �q1 as }1¢� � 1g W G W G W G G G G }V }9 r•'. U V G U U G U_ G .V V G U_ G V U U � g. ts� is � o g! .2 Is b 1.9 Ix 421n 170.0 820 170.0 435 1 1170.01 744 170.01 478 170.0 688 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.01 521 170.0 1 171 461n 170.0 708 170.0 524 170.0 0% 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 Bel 170.0 1276 170.0 877 170.0 1417 170.0 880 157.7 1577 170.0 880 135A 151 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 5345 170.0 747 170.0 1494 170.0 756 141.7 1485 170.0 75e 121.5 141 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 180.1 1401 170.0 837 149.5 1401 170.0 858- 124.0 1401 170.0 set 108.8 14( -60 in 170.0 685 1170.01 701 170.0 1003 170.0 797 1156.5 1156 170.01 678 130.7 1 1156 187.0 028 123.3 1156 158.5 917 111.0 dO4 149.7 910 92.5 1159 144.5 803 79.3 1H 63 in 170.0 930 170.0 745 169.8 1049 .170.0 850 137.0 1049 555.5 860 118.8 1048 141.7 848 100.5 1049 132.0 830 95.8 125.5 628 79.9 1048 .119.3 d632 88.5 704 e8 in 188.8 955 170.0 789 139.0 955 551.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92A 955 112,8 765 63.4 106.4 757 69.5 955 99.6 59.0 95 C 72 in 126.5 603 134.9 697 107.0 803 114.9 682 91.8 803 t01.1 870 80.3 803 91.2 859 71.4 803 03.0 649 64.2 78.8 842 53.5 603 72.2 45.9 60 70 In 109.2 721 114.1 629 01.0 721 97.0 818 70.0 721 85.1 605 68.3 721 76.5 595 80.7 721 70.1 586 54.6 721 85.4 570 45.5 721 59.4 :39.0 72 78 In 101.0 884 105.4 599 84.2 684 69.4 587 1 72.2 864 76.4 576 63.1 684 1 70.4 567 68.1 884 64.4 558 50.5 884 59.0 1 551 42.1 664 1 54.1 541 1 38:1 68 90 in 65.6 514 67.9 458 54.6 514 57.3 448 47.0 514 50.0 440 41A 514 44.8 433 38.5 514 40.5 427 32.9 514 37.3 421 27A 514 33.0 4112 23.5 51 08 In 54.2 452 55.7 404 .45.2 452 47.0 396 38.7' 452 40.9 390 33.9 452 38.4 384 30.1 452 32.9 378 27.1 .452 30.3 373 22.6 452 28.6 385 19A 45 108 In 38:1 357 38.9 AWN31.7 357 32.7 3S7 27.2 357 26.4 312 23.8 357 25.2 308 21:1 357 22.7 303W19.0357 20.8 289 15.9 357 118.0 283 ...13.8 35 111 In 35.1 338 35.8 29.2 338 30A 301 25.0. 338 28.1 298 21.9 338 23.5 292 19.5 935 20.8 les 339 19.0 284 14.6 338 16.5 278 12,5 33 1201n 27.7 289 282 23A 289': 23.7 259 19.8 289 20.5 258 17.3 289 18.1 252 15.4 X289 .18.3 249269 14.9 246 11.6 289 12.8 240 9.9 -.g TABLE 5B AnchorCa a Ity Table lbs Substrate. 23KCom We 3.6k Me. Hollow CMU FeledCMU PT Wood N 61110'Elco114'SS Eko 6116'Elco 114'SS Elco 010 Slee) #12Steel N12 AnchorCllp Pat(ems Anchor7gpe: 3116'Eleo Ultraccn 1/4'ElcoUltracon unracon 3116'EleoUltracm 114'ElcoUltracon AggreGstor. Ultracon AggreGator Scmw(G6) Screw(05) Son Edgegstancepnp 1" 2-112' S' 2-112' 3-1/8' 1• 2-112' 1' 2-1/2' 2' 3-1/8" z 0.48" 0.64' 0. Embednent on), 1314' 1314' 1.3/4' 1314' 2• 1-1/4' 1414' 1414' 1414' 1.114" 1-114• 2' 1-3/8' 131E' v 2 Anchm @ 4.76•Min.O.C./Standard or Odset Up(Mg.1X 390 Ibs 3910 Ibs 450 Ibs 890 Ibs I SU IDs 270 IDS 280 Ibs 354 IDs 74o IDs 374 Ibs G6d lbs 9461bs 341�s 4421bs 5E 4 Anchors @ 1.151 hurt O.C.1 Standard(or Met)Clip(Fig 2)• 480 Ibs 700 ft IIIA iUA NIA IIIA 360Ibs 11/A iI/A IIIA HVA IIIA 6621bs 885 Ibs 11 4 Arc him @ a'Min.O.C.1(2)2c5Angle Clips/(Fig.4 780 IDS 78D lbs 680 Ibs , 1560Its 16961bs 540iDs 580Ibs IIIA 7601bs 748 lbs 880lbs 18921Ds 682 lbs 8651bs tS 3Anciors @0.451 Min.O.C./U•Clip,into.125"Alum.(Fla 4r IIIA iUA NIA iUA IIIA i1/A iVA HIA IUA HiA ILIA iVA iUA iUA 10 1 Anchor/F-Clip(Fig.4 105 IDs 195 lbs 225 Ibs 445 tbs 022 IDs. 135 IDS 140 itis 177 IDs 370 Ibs 187 lbs 332 lbs 473 Ibs 170 Ibs 221 Ibs 21 2AneMrs @ 1.16'Min.O.CJ F•C9 g.4 240 Ibs 3W lbs NIA WA N/A IUA 190 Ibs iI/A IUA NIA IUA IUA 341 IDs 442 ibs U 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 INFORMATi( TABLE 6A Mullion Capacity Table(Ibslftz) Opening Width(for vertically-spanning mullions)orOpening Height(for horizontallyr-spanNrg mdllons) 50 In 60 In 70 In 801n 90 in 100 in 120 In Rectangular TreplTdeng. Rectangular Trap/'Meng. Rectangular TrapfMang. Rectangular Trap/Tdang. Rectangular ThepMang. Rectangular TrepfTdang. Rectangular TraplTdeng. Rectangutt 1 x 4 x.128 Loading Loadng Loading Loadng Loadng Loafing Loading Loadng Loading Loadng Loafing Loading Loading Loading Loadng Alum.rube .. i.. .. .. Mullion 81 1 59 Is g 79 a S F a5 g a Is. 8 S� .S a o g5 a g � 0: � K K 0: a 2 K aC a 2 r: g 1 K s:c 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 NO 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 X170.0 521 170.0 1468 170.0 521 145.6 141 481n 170.0 700 170,0 1 524 170.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 '661 170.0 1276 170.0 677 166.3 1303 '170.0 680 130.3 1303 170.0 680 111.7 131 60.825 In 1170.0 747 170.0 563 170.0 696 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 168.1 t235 170.0 747 140.5 1235 170.0 758 117.1 1235 170.0 756 100.4 12. 641n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1168 170.0 837 123.5 1158 170.0 860 102.9 1158 170.0 861 88.2 111 60 in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 1 16 1.11 832 125.11 1042 146.7 615 111.2 1042 130.81 601 100.01 1042 130.2 1 791 1 83.4 1042 1 125.1 782 71.5 10, 63 In 1 170.0 930 170.0 745 151.2 992 163.8 818 129.6 992 1 144.4 799 113.4 992 131.0 702 100.8 992 1 121.4 768 90.7 1 892 114.8 768 75.6 992 1 108.41 745 84.8 9g 661n 165A 947 170.0 789 137.8 047 140.0 786 118.1 947 130.3 788 .103.4 947 117.7 752 1 91.9 947 1 108.7 738 82.7 947 102.2 727 68.8947 93.1 7t3 59.1 94 721n 135.9 849 142,7 737 113.2 849 121.6 722- 97.0 849 1106.9 708 84.9 849 98.4 696 75.5 849 88.7 686 67.9 649 82.7 675 $6.6 849 75.3 659 48.5 84 761n 115.5 762 120.7 665 98.3 762 102.6 652 82.5 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 820 57.8 762 69.2 613 46.1 762 62.8 602 41.3 76 a 781n 106.9 724 111.4 634 89.0 724 94.6 621 76,3 724 82.9 609 66.8 724 74.4 699 59A 724 68.1 591 63A 724 63.4 583 44:5 724 57.3 573. 38.2 72 901n 69.6 543 71.8 483 58.0 543 60,7 474 49.7 543 52.9 466 43.6 543 47,1 458 38.6 543 42.8 452 34.8 1 643 39.5 446 29.0 643 34.0 436 24.8 54 06 in 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 395 23.9 476 28.1 366 20.5 47 108 In 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 28,6 325 22A 377 24.0 321 20.1 377 22.0 317 18.8 377 19.0 310 14A 37 111 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 22.0 305 18.5 357 20,1 301 15.4 357 17.4 294 1201n 20.3 308. 29.8 270 24.5 308 25.1 274 21.0 306 21.7 270 18.3 308. 19.2 287 18.3 308 17.3 283 144 in 17.0 212,. •*.2 186 TABLE 6B Anchor Cap Ity Table lbs Substrate. 2.7k Concrete 3.5k'Cono. Hollow CMU Filled CMU PT Wood A Anchor Type: 3116'Elco Uitracon 1/4'Elco Ultracon 5118'Elco 3116'Elco Ullwon 1141 Elco Ullrecon 114'S9 Eko 5118'Elco 114'SS Ekc #10 Steel 1112 Steel #1: Anchor Clip Patterns Ultraoon AggreGetor Ultracon AggreGator Sorew.(G5) Screw(G5) Scn Edgo distance(In): 1' 2-1W 1' 1 2-in' 341W r 2-1ir 1• 2.1W 2' 3.118' 2• 0.481 0.54• 0 Embedment(In): 1-314' 1.314' 1-314' 1-14' 2' 1-1/4' 1-114' 1-114' 1-114• 1-114' 1-1/4• 2' 1.3/8' 1.316' v 2 Anchors 0 4.75'Min.O.C./Standard or Offset Clip(Fig:1 92): 390 The 390 lbs 450 lbs 8W lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 The 664 948 lbs 341 lbs 442 lbs N 4 Anchors 0 2.25'Min.O.C./Standard(or Offset)Cep(Fig.3): 700 lbs 700 lbs 580 lbs 1410 lbs 952 lbs NIA 560 lbs WA 630 Ibs WA 080 lbs WA 682 lbs 885 lbs 11 8 Anchors 01.15'Min.0.0.1 Standard(or Offset)C11p(Fig.4): 960 lbs 1400 lbs WA WA WA N/A 760 lbs WA 'N/A WA WA WA 1303 lbs 1770 lbs 22 4 Anchors 0 W Min.O.C.1(2)2x5 Angle Cups/(Fig.5): 780 lbs 780 lbs 680 lbs 1660 lbs 1696 lbs 540 lbs 560 lbs N/A 760 Ibs 748 lbs 860 lbs 1892 lbs 662 lbs 685 lbs 11 6 Anchors®3•Min.O.C.1(2)2x5 Angle Clips/(Fig.6): 1170 lbs 1170lbs 1020 lbs 2340 lbs 2844 lbs. 610 lbs 840 lbs N/A 1140 lbs 1122 lbs 020 Un 2838 lbs 1022 lbs 1327 lbs 1E 4 Anchors 0 0.45•kiln.O.C./U-Clip,Into.125'Alum.(Fig.7): NIA MA WA WA WA WA WA WA WA MA WA WA NiA NIA 14 2Anchors 0 2.25'Min.O.C!F-Cllp(Fig.8y: 350 lbs 350 lb- 290 lbs 705 lbs 476)bs MA 280 lbs WA 3t5lbs WA 440 lbs WA 341 lbs 442 lbs 51 4 Anchors 01.15'Min.O.CI F-alp".91: 480 Ibs TOO lbs WA WA WA NIA 1 380169 WA NIA WA WA WA 682 lbs ON lbs 11 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: TABLE 7A Mullion Capacity Table Ibsfie Opening Width(for vertically-spanning mullions)or Opening Height(for hod4 ntally-spanning mullions) 50 in 80 in 70 In 80 in 1901n 100 in 1120 In 1 x 4 x.375 Rectangular Ttaprrdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Ttleng. Rectangular TtapfMang. Rectengu Alum.Tube Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading Mullion '81 18 h *81 a h a a � g a s s s s zs s� sL? s� aa 421n 170.0 S20 170.0 435 170.0 744 170.0 478 170.0 808 170.0 508 170.0 092 170.0 519 170.0 ills 170.0 521 1 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 f 481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 11 50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 S84 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1703 170.0 756 156.0 11 54 In 170.0 797- 170.0 612 170.0 958 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 881 137.1 T 601n 170.0 885 1170.0 1 701 170.0 1063 1 170.0 707 1170.0 12401 170.01 878 170.0 1417 170.0 944 170.01 1594 170.01 996 155.5 1618 170.01 1033 1129.6 16191 170.0 1063 111.0 1 11 63 in 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.01 1542 170.0 1122 117.5 1642 168.5 1158 100.7 11 60 In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1088 142.8 1472 168.8 1148 128.5 1472 158.6 1130 107.1 1472 147.8 1108 91.8 1- tM C 721n 170.0 1053 170.0 .878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.5 1066 105.6 1320 128.8 1049 88.0 11320 .117.0 1024 75.4 i; r 761n 170.0 1122 170.0 937. 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1154 125.7 978 99.7 1184 115.3 984 89.8 1184 107.5 952 74.8 1184 07.6 935 64.1 1 a 781n 166.1 1124 170.0 967 138.4 1124 147.0 965 . 116.6 1124 128.6 947 103.8 1124 115.6 931 02.3 1124 105.8 918 83.0 1124 98.5 1 906.1 69.2 1124 69.0 B90 59.3 11 90 in 108.1 844 111.5 750 00.1 644 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 64.0 644 61.4 693_ 45.0 1 844 64.2 078 38.6 E 961n 89.1. 742 91.5 683 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.6 631 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 1 1081n 62.8 688 63.9 630 52.1 688 63.6 521 44.7 686 46.8 513 39.1' 588 41A 505 34.8 586 37.3 498 31.3 586 34.2 492 28.1 586 29.6 481 22.3 ; 111 In 57.6 655 58.8 603 46.0 555 49.5 495 41.2 A47633.7 2.9 487 38.0 655 38.0 ' 480 32.0 555 34.2 473 28.8 655 3.1.3 467 24.0 555' 27.1 457 20.6 120 in 45.6 476 48.4 433 38.0 475 39.0 426 328 420 28.5 476 29.8 414 25.3 476 26.8 409. '22.8�. 475 24.6 404 19.0 475 21.1 395 16.3 4 1441n 26.4 330' 26.7 305 22.0 330 22.4 301 16.9 9.3 297 16.6 330 17.0 293 TABLE 7B. . Anchor Ca Ity Table Obs Substrate: 2.7k Concrete 3.5k Cono. Hollow CMU Filled CMU PT Wood M 5118'Elco 114'SS Eloo 6/18'Elco 114"SS Elco 410 Steel 412 Steel 412 Anchor Clip Patterns Anchor type: 3118'Elco Ultrecon 114"Ecco Ultrecm Ullrecon 3118'Elco UlUacon 114'Elco Ultiecari AggraGator Uitracon AggreGetor Screw(06) Screw(05) Scre Edge Distance(in): 1" 2-11r I. 2-112' 3-1181 i" 2-1w 1• 2.112' 2 3-118' 2" 0.481 0.54" 0. Embedment n) 1-314' 1-314' 1-31V 13/4' 2' 1-1/4' 1-114' 1-114' i-114• 1414' 1-1/4' 2' 131W 13/8' 2 Anchors Q 433 Min.O.C./Standard or Ousel Clip(Fig.192): 390 lbs 390 lbs 450 Ibs 890lbs 1644 lbs 270 lbs 28D lbs 354 lbs 74D lbs 374 lbs 664 lbs 946 lbs 341 lbs 442 lbs 56 4 Anchors®2.2W Kiln.O.C.1 Standard(or Offset)Crip(Fig.3): 700 lbs 700 lbs. 560 lbs 1410 lbs 952 Ibs N/A 560 lbs WA 630 lbs WA 880 lbs WA 682 lbs 635 lbs 11: 8 Anchors(8 1.15•Min.O.C./Standard(or0ltset)Clip(Fig.4): 960 lbs 1400 lbs WA WA WA WA 700Ibs WA WA WA WA WA 1363 lbs 1770 lbs 22- 4 Anobors Q 3•Min.O.C./(2)2x5 Angle Crips/(Fig.5): 780 lbs 780 lbs 680 Iba 1560 lbs 1896 lbs 54D lbs 560 lbs WA 760 lbs 748 lbs 8801bs 1892 lbs 682 lbs 885 lbs 11: 8 Anchors®3'Min.O.C.1(2)20 Angle Clips/(Fig.8): 1170 lbs 1170 lbs 1020 lbs 2340 lbs 2844 lbs 810 lbs 840 lbs WA 1140 lbs 1122 lbs 1320 lbs 2838 lbs 1022 lbs 1327 lbs 161 4 Anchors Q OAS'Min.O.C.I U-01p,into.126"Alum.(Fig.7): WA WA WA N/A WA WA WA WA j WA WA WA NIA WA NiA 14: 2 Anchors Q 2.25'Min.O.C!F-Clip ft.8J: 350 lbs 350 lbs 290 IDs 705 lbs 478 lbs NIA 280 lbs WA W5lbs WA 440 lbs WA 341 lbs 442 lbs 56 4 Anchors Q 1.15'Mtn.0.0.1 F-alp(Fig.9): 480 lbs 700 lbs WA WA WA WA 380 lbs WA WA WA WA WA 682 lbs 885 lbs 11: NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: TABLE 8A Mullion Capacity Table Ib8fie Opening Width(forverUcally-sparrdng mullions)or Opening Height(for hod ntally-sperlriing mullions) 50 in 60 in 701n 80 in 90 In 100 In 120 in 1.21Y'X Rectangular ReprMang. Rectangular TrepfTdang. Rectangular Trap/Mang. Rectangular lFap/rdong. Rectangular TrapFrdang. Rectangular Ira g den Rectangular Tra ang. Rectengui 3..18168"x Loadng Loading Loafing Loading Loading Loading Loading Loadng Loading Loading Loading LoadingLoading Loading Loading " ' .266 Alum Tube MullIs is 75 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 5i9 170.0 1118 1 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 17 48 In 170.0 706 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 H 50.825 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1488 170.0 756 139.2 1468 170.0 766 119.3 14 64 In 170.0 797 170.0 612 170.0 '968 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1378 170.0 837" 146.8 1376 170.0 650 122.3 .1376 170.0 881 104.8 i; 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1156 170.0 878 139.0 1158 167A 930 123.6 1158 158.8 919 111.2 1158 150.0 912 92.7 1158 144.8 805 79.4 11 631n 170.0 930 170.0 745 160.1 1051 170.0 650 137.2 1051 155.9 862 120.1 1051 142.0 848 108.7 1051 132.8 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1( 66 in 187.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 057 112.8 767 83.6 957 106.8 759 69.6 957 100.0 750 59.7 9 -c- - 72-In 126.7 604 135.2 698 107.3 804 116.2 684 91.9 804- 101.3 671 60.4 804 91A 660 71.5 604 64.1 650 64.4 .804 78.8 643 53.6 804 72.3 633 46.0 8 781n 109.4 722 114A 630 01.2 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 596 80.8 722 70.3 588 54.7 722 65.5 580 45.8 722 59.5 570. 39.1 7 g 78 In 101.2 685 105.8 600 64.4 885 89.8 508 72.3 665 78.5 577 63.3 685 70.5. 668 66.2 685 64.5 560' 50.6 685 80.1 553 42.2 665 64.3 543 36.2 8 90 In 65.9 515 68.0 457 54.9 ' 515 57.5 449 47.1 516 -50.1 441 41.2 515 44.7 434 38.8 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 °5 961n 64.3 453 65.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36A 385 30.2 453 33.0 379 27.2 453 30.4' 374 22.6 453 26.6 366 19A 4 1081n 36.1 358 39.0 323 31.8 1 358 -32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 18.1 358 20.8 300 15.9. 358 18.0 293 111 In 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 28.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 1201n 27.6 290 1 28.3 264 23.2. 290 23.8 260 19.9 290 20.6 256 [17.4 290 18.2 2531_5.4 290 16.4 249 1441n 16.1 201 18.3 188 TABLE 88 AnchorCa Ity Table Ibe Substrate: 2.7k Conerele 3.5k Conc. Hollow 0AU FI9ed CA1U PT Wood 1.1 Anchor 5116"Elco 114'SS Eko 5116"Elco 114'SS Elco #10 Sted #12Steel #12 AnehorCllp Patteme �YPe y1s'Elco Utlracon 114•Elco, Ultacon 316 Elio UOracon 114'EkoUll�acon AggreGalor Unracort AggreGEtor Screw(G5) Screw(G5) Sere Edge Olstance Qn) 1" 242' 1' 2112' 3-1/8' 1" 241r 1" 2-11T T 3.118' 2' 0.48" 0.54" 0: Frnbedntent oql 1314" 1314' 1314• 13&4' 2• 1-V4' 1-114" 1414" 1114' 11/4" 1414' T 1318' ve 2Anctgts 4.79"Min.O.C./Standard or oltsel Clip(Fig.1): 390 IN 390 Its 450 Ibs 890 IM 1644 lbs 21011)s 5O IDS 351 IBS 740 lbs 374 lbs 661 IDS 946Ibs 341 lbs 442 lbs 56 4AnchorsQ1.15'luno.C.1Standard(or Offset)Clip(Fig.2)r 480 lbs 70D lbs NIA IIA 14/A IUA SBO lbs NIA IIA NIA IUA NIA 682 lbs 885RA ti: 4 Anchors Q 3'titin.O.C./(2)2x5 Angle Caps/(Fig 4 760 Ibs 780 Ibs 680 lbs 15M Ibs 18M lbs 64O lbs 6601bs tl/A 7601bs 74a lbs 880 lbs 1692 Its 682 lbs 865 lbs 11: 4Amhors®0.45^hiln.O.C./UOp.Inl0.12G Alum.".4) II/A IUA 14/A IIA IIIA NIA IUA NIA IUA NIA IUA IUA N/A IUA 14; 1 Anchor/F-Clip(99.41 106 lbs 1 IDS lbs 225 Un 445 lbs 822 to 135 Fos 14010s 177 lbs 3701bs 1B7 lbs 33¢lbs 473 lbs 170 lbs 221 lbs 28 2 Anchors @ 1.15"Ilia O.C!F-CUg.41 240 Jos 1 350 lbs N/A IUA NIA N/A 190 IDs NIA IUA NIA IUA IUA 311 lbs 442 tbs 66 NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 00 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INF TABLE 9A Mullion Capacity Table(lbse) " Opening Width(forverticaly-spanning mullions)or Opening Height(for hodzonta5/-spanning mullions) 50 in 60 in 70 In 001n 90 In loom 120 In 1401n 1.26 x 3.26 Rectangular TrayfTdang. Rectangular TraprMang. Rectangular Traprrdeng. Rectangular TraprTrlang. Rectangular TraplTdang. Rectangular Trap/Meng. Rectangular TrapfTdang. Rectangular Tre X.100 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I. Alum.Tube PA, P Mullion a 13 1 a d � G 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170,0 992 110.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 521 109.5 1118 170 481n 170.0 708 170.0 524 170.0 850 170.0 684 167.6 978 170.0 630 146.7 876 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 83.8 978 170 50.825 In 170.0 747 170.0 563 170.0 898 170.0 631 150.7 927 170.0 884 131.9 027 188.5 708 117.2 927 159.1 699 105.5 927 158.3 698 87.9 927 158.3 695 75.4 927 156 641n 170.01 797 170.0 812 154.5 869 170.0 601 132.5 869 153.9 683 115.8 860 141.8 669 103.0 069 134.0 660 92.7 689 129.8 654 77.3 689 128.8 652 68.2 869 12a 601n 143.2 746 153.8 634 119.4 748 132.3 620 102.3 748 117.8 608 80.5 748 107.8 599 78.6 746 101.0 592 71.6 748' 96.8 587 59.7 746 93.3 603 51.2 748 93. t, 63In 123.7 877 132.0 570 103.1 677 113.2 568 88.4 . 677 106.4 655 77.3 877 91.4 548 68.1 077 65.2 09 61.9 677 81.0 534 51.8 677 77.0 529 44.2 677 78. C� 661n 107.6 817 114.1 530 89.7 817 97.6 510 76.9 817 08.8 508 67.3 617 78.3 500 59,8 817 72.6 494 53.8 Oil 68.7 489 44.8 617 64A 483 38.4 617 63: 72 In 82,9' 518 87.1 460 69.1 518 74.2 440 59.2 518 85.2 432 61.6 518 58,8 425 48.1 518 54.2 419 41.4 516 60.7 414 34.5 518 46.6 408 29.6 518 45. O 76 In 70.5 465 73.7 406 58.7 465 62.6 398 50.3 485 54.9 390 44.1 465 49.4 364 39,2 465 45.3 378 35.2 465 42.2 374 29.4 485 38.3 387 25.2 485.. 38 781a 65.2 441 68.0 387 54.3 441 57.7 379 48,8 441 50.6 372 40.8 441 45.4 36e 36.2 441 41.6 380 32.8 441 36.7 356 27.2 441 34.9 349 23.3 441 33 00 In 42.4 1 332 43.8 . 295 '35.4 332 37.0 289 30.3 332 32.3 284 28.6 332 28.8 280 23.6 332 28.1 27821.2 332 24.1r241 17.7 332 21.3 268 15.2 332 19 90 In 35.0 201 35.9 260 29A 291 30.3 256 25.0 291 28.4 252 21:9 291 23.5 248 19.4 291. 21.3 244 17.5 201 19.5 14.6 291 17.1 238 12.5 291 1 15 1081n 24.8 230 25.1 208 20.5 230 1 21.1 ji94 17.5 230 18.3 201 15.4 230 16.2 198 111 In 22.8 218 23.1 197 18,9 218. 19.4 16.2 218 16.8 191 14.1 218 14.9 186 1201n 17.9 187 1.8.2 170 114.9 187 .15.3 TABLE 9B Anchor Ca achy Table(lbs) Substrate: 2.7k Concrete 3.5k Caro. HOWN cAtu Filled CMU PT Wood M 5118'Elco 114"SS Elco 5r18'Elco 114`SS Elco #10 Steel #12 Steel 1112 Anchor Clip Patterns Anchor Type: 3116'Elco Ultracon 114'Elco Ulltacon ultracon 3116'Elco U)traoon 114'Elco Ultmcon AggreGator Ultracon AggreGator Screw(G5) Screw(G5) Scre Edge Distance(In): 1' 2-1/2' 1' 2-112' 3-118' 1' 2-112' 1' 2-112' 2- 3-118" 2' 0.48' 0.54' 0. Embedment pn: i-314' i 1-314" 1.314" 1314' 2' 1-1/4' 1-114' 1414' 14/4' 1-114'. 1-1/4' 2' 1318' 1318' to Mob=@ 4.75"Min.O.C./Standard or Offset Clip(Fig.i): 390 Pis 390 lbs 450 lbs 890 lbs 1844 Ibs 270 lbs 280 lbs 354 lbs 740 lbs 374 lbs 684 lbs 948[be 341 lbs 442 lbs 56 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)alp(FIg.2): 480 lbs 700 lbs WA WA NIA WA 380 lbs NIA NIA WA WA NIA 682 lbs 885 lbs 113 4 Anchors @ 3'Min.O,C.I(2)2x5 Angle Clips/(Fig.3y 780 lbs 780 lbs 680 lbs 1560 lbs 1896[be 540 lbs 560 lbs WA 760 The 748 lbs. 1180 lbs 1892 lbs 682 lbs 885 lbs 113 3 Anchors @ 0.54'Min.O.C.I U-alp;Into.100"Alum.(FIg.4): WA WA WA WA N/A NIA WA WA NIA WA WA WA WA WA 95 1 Anchor F-Olp(Flo.5):1 195 1 195 lbs 225 Ibs 445lbs 822 Iba 135 lbs 140 lbs 177 Ibs T()The 1671bs 332 lbs 473 lbs 170 W 221 lbs 28 2 Anchors @ 1.115"MIn.O.C./F-alp(Fig.6YI 240 lbs 350 lbs I WA I WA NIA WA 190 lbs WA I NIA WA WA WA 341 lbs 442 lbs 56 FIGURE 1: FIGURE 2: TABLE NOTES: Ile 0 . d d • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INF TABLE10A Mullion Capacity Table(Ibsime) " Opening Wdth(forvertical"pery ing millions)orOpenlng Height(forholfzonta"penNng mullions) 50 In 60 in 70 in 6D in 90 in 100 in 120 in 140 in 1.26 x 3.26 Rectangular Traprrrlang. Rectangular Trapfrdang. Rectangular Treprfriang. Rectangular Traprrdeng. Rectangular Trapfrdang, Rectangular TrapTdang. Rectangular Troprrdang. Rectangular Tra x.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lotding Loading Loading Loading f Alum.TUbe .Z *~ � r C P r � ,, ,. �� qU �.. ., �.. g^� [�n�., .. .. �i �Bp .. 5^ .. >; bq ,. Mullion d a� a $y d �py 6' d (1a p O� O dpi d N d �1 6� d 6J��1 6a is 6aN p 6d A A G A m G O 10 1"G G tl W G R U Uv U UQQ� U Uv U Ueo U Uv U U U Uv U Ua UQ U U Uy U Uo Uq Uvpp �U u 'v Ti• Lg u IU & u a �u Q C o 15 € u �• u : c3 u• L3 u I�f V a1� f� �� -k. o< � �A iA 4doe � r 421a 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 1 506 170.0 992 170.0 619 170.0 1116 170.0 1 521 570.0 1240 170.0 521 170.0 1486 1 170.0 521 1 110.0 1 1735 170 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 1 630 170.0 1133 170.0 661 170.0 1275 170.0 1 677 170.0 1417 170.0 680 170.0 1700 170.0 680 1 169.7 1979 170 50.626 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 170.0 766 152.5 1877 170 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 110.0 1434 170.0 837 170.0 1594 170.0' 856 156.4 1759 170.0 661 134.1 1769 170 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170A 878 170.0 1417 170.0 944 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170 63 in 170.0 930 170.0 745 . 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 1370 164.0 1082 104A 1370 165.9 1072 69.6 1370 155 Mai 170.0 974 170.0 '789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.4 978 77.8 1248 129 c J 72 in 167.8 1049 170.0 878 139.9 1049 160.2 892 119.9 1049 132.1 875 104.9 1049 119.1 060 93.2 1049 109.7 848 83.9 1049 102.7 638 69.9 1049 94.3 825 59.9 1049 91. 0 76 in 142.7 941 149.1 822 118.9 941 126.8 805 101.9 941 111.2 791 89.2 941 100:0 777 79.3 911 91.7 766 71.4 941 85.6 757 59.5 941 77.6 744 51.0 941 74. 78 in 132.0 891 137.6 783 110.0 894 516.9 767 91.3 694 ' 102A 763 82.5 894 91.9 740 73.3 894 81.1 730 66.0 891' 78.3 721 56.0 894 70.7 707 47.1 894 67. 90In 86.9 671 88.7 596 71.6 671 74.9 595 61A 671 65.3 575 63.7 671 50.2 566 47.1 671 62.9 658 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 39 96 in 70.0 590 72.8 527 69.0 590 61.4 618 50.6 690 63.4 609 44.3 590 47.5 502 39.3 590 43.0 491 35.4 590 39.6 488 29.5 590 34.7 477 25.3 590 31 108 in 49.7 466 50.8 421 41A 466 42.8 414 35.5 466 All 408 31.5 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 382 1 17.8 466 21 1111n 45.8 441 46.1 1 400 38.2 441 39.3 393 1 32.7 441 34.1 1 387 28.6 441 30.2 382 26A 441 27.2 376 22.9 441 24.9 372 19.1 441 21.5 363 16A 441 .19 120in 36.3 378 36.9 344 302 378 31.0 339 25.9 379 26.6 334 22.7 378 23.7 329 20.1 378 21.3 325 16.9 376 19.5 321 15.1 378 16.7 314 1441n 21.0 262 21.2 242 17.5 2fi2 57.8 239 15.0 262 15.3 236 TABLE10B AnchorCapacity Table(lbs) Substrate. 2.7K 09mete M cone. Hollow Mu Filled ChSU PT Wood I4 Anchor Type: 3116`Elco Uflracm 114"Ek'o Ultracon 5116'Elco 3H6'Elco Unracm 1/4'ElcoUltracon 114"SS Elco 5116'Elco 114'SS Elco NO Steel 012 Steel 012 AnchorCilp Patteme ugracon AggreGator tiliracarl Aggrecator Sclew(G5) Screw(G5) Scre Edge 11stance.(iny 1" 2-112• 1" 2-1/2' 3.11w 1" 2-1/2' 1" 2-1rr 2' - 3-118" 21 0.48" 0.54' o.: Embedllentn' 5314" 1.3/4" 1314" 1314' 2" 1414" 1414" 1414' 1-14' 1414" 1.114' 21 1.318" 1318' va 2 Anohors®4.75 6110.O.G.I Standard or ODset Clip(Fig.ly 390 lbs 390 Its 450 lbs 000 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 7401bs 374 lbs SCA lbs 046 IDs 341 lbs 442 lbs ED 4 Anchors @ 1.15"Min O.C.I standard(or Offset)Cup(Fig.4 480Itm 700 lbs N/A IUA 14/A IIIA 380 lbs 111A IUA IIIA IUA WA 682lbs 885 lbs it: 4 AMhm @ 3"Min.O.C.1(2)2t5ArgleCt1ps I(Fig.3y 780 lbs 78D Its 680 lbs 1560 lbs 1696 lbs 540 lbs 660 IbS NIA 760lbs 748 lbs 880 lbs 1892 lbs 682 lbs 885 IDS 11: 3AmhorsQO.WIaIn.O.C.IU•Clip,Into.l0o"Alum.(Fig.4} IIIA WA IIIA IUA II/A IIIA IUA It/A IUA IIIA IUA IUA IIIA IUA 95 1 AMrorl F-Clip(Rg.4 105 lbs; 105 lbs 225Ibs 445 lbs 6221bs 135 lbs 1401bs 177 ibs 370 lbs IN Itis T 3321bs 473 lbs 17D lbs 221 lbs 28 2 Anopia @ 1.151 Idin O.CJ FC6 g.6'11 240 lbs 350 IDs II/A IUA IIIA IIfA 19D Itis NIA IUA N/A I IUA IUA 341 lbs 442 lbs 56 FIGURE 1: FIGURE 2: TABLE NOTES: 111111111 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INF TABLE I 1 Mulllon Capacity Table QboNe) Opening Width(lorvedically3pardng mullions)orOpening Height(forhorizontai;- panning mt[lions) 50 in 60 in TO in 80 in 90 in 100 in , 120 in 140 in 1.25 x 3.94 Rectangular Traprrrlang_ Rectangular Trapfidang. Rectangular Traprriang. Rectangular TroprMang. Rectangular Trapfrdang. Rectangular Trapfrdang. Rectangular Trapfrdang. Rectangular Tr x.824 Loading Loading Loading Loading Loading Loading Loaddng Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube M14111ce O A,� .py. m s:, m^ �Up6 V V ,. u pp V A Np ^ pQ q» A^ .tppt p N 3 pN ya 6 !7 160 1�0 G N fa0 G A O G A p G R p fd2.i G G 10 1�0 G W �O G 10 A Ut0 I G A G Q lAl G A U U 9 U U bQ Vk U b U U O U (.� V U v U U U U b V V U U U U U p O p 15.9 -.9 o -..9 O " N !Y• 0 U•� ii •� N -V ? Q N t!•V V•Q _ u Q •C3 V•Q C3 'Y••�• p u Q U'Q 29 �a fs R42 � a dao � o �a .` GG 'ka 'M € k 'k 12 0- 'a 2 � -k C? :9 $a 42 in 170.0 1 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 171 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170,0 680 170.0 1903 171 50.625 in 170.0 747 170.0 1 663 1170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.01 1345 170.0 747 170.0 1494 170.0' 766 170.0 1793 170.0 756 170.0 2092 171 641n 170.0 797 170.01 612 170.0 . 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 INA 1434 170.0 637 170.0 1S94 170.0 856 170.0 1913 170.0 861 170.0 2231 171 60in 170.0 685 170-01 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0, 1033 170.0 2125 170.0 1063 146.3 2163 171 63 In 170.0 930 170.0 1 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 110.0 1673 1 170.0 1076 170.01 1859 170.0 1122 156.9 2060 170.0 1169 134.6 2060 171 { a 66In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1763 170.0 1155 170:0 1948 170.0, 1210 143.0 1966 1 170.0 1275 122.6 1966 171 c 411 72 In 170.0 1063 170.0 876 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 130.7 1714 169.8 1386 115.6 1734 155.9 1364 99.1 1734 161 J 0 781n 170.0 1122 170.0 937 170.0 1346 170.0 1060 166.5 1556 170.0 1209 147.4 1556 165.2 1285 131.1 1556 151.5 1266 117.9 1556 141.3. 1251 96.3 1566 128.3 1229 84.2 1556 12 a 3 78 in 170.0 1151 170.0 967 170.0 1381 .170.0 1116 155.9 1477 169.3 1246 136A 11477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9- 1477 111 Win 142.0 1110 146.5 966 118.4 1110 123.9 968 101.5 1110 107.9 951 88.8 1119 96.3 936 78.9 1110 67.6 922 71.0 1110 80.7 910 59.2 1110 .71.3 691 50.7 1110 6f 96 in 117.0 975 120.3 872 97.6 975 101.5 856 183.6 975 88.3 842 73.2 975 78.5 829 65.0 1 975 71.2 817 58.6 975 65A 607 48.0 975 51A 769 1 41.8 975 0 1081n 82.2 771 64.0 698 68.5 771 70.7 685 56.7 771 61.3 674 51A 771 64.3 664 45.7 771 .49.0 655 41.1 771 44.9: 647 34.3 771 38.9 632 29.4 771 3! 111 In 75.7 730 77.3 661 63.1 730 65.0 650 54.1 730 56,3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.11 614 31.5 730 35.6 600 27.0 730 31 L. 1201n 69.9 624 61.0 569 49.9 624 51.2 560 42.8 624 44.3 552 37.5 624 39.2 644 33.3 624 35.3 537 30.0 624 32.2 531 25.0 624 27.7 519 21A 624 24 144in 34.7 433 35.4 400 28.9 433 29.4 395 24.8 433 25.4 390 21.Z 433• :224 385 18.3 433 20.0 3B1 17.3 433 18.2 376 TABLE 11B Anchor Capacity Table(lbs) Substrate. 2.7kConcrate MCone. Hollow CMU FIOed.CRSU PTWood ` 1. Nib'Elco 114"SS EiC6 SCIS Elco 114'SS Elco #10 Steel 012SIeel #14 AnchorCllp Patterns Anchor Type 3116"Elcounrxon 1/4'EkoUBracon . Ul1racon 3116'Elco Ultracon 114'Elco Ultracon Aggrei Uliracon AggreGator Screw((35) Scrav(135) Scn Edge astance pn) 1" 2-112" 1• 2-112' 3.116' i• 2.112' 1" 2-1/2' z 3118" 2' 0.48' 0.54' 0 Embedment 9nj 13/4• I-W4' 1314• 1314" 2' 1-114• 1414' 1-114" 1-114' 1414" 1414' 2' 1318• 1.318' v 2 Anchors @ 4.75'ldln O.C./StandaN or Offset Clip(Fig.1� 390 lbs 390 IDB 450 lbs 890 lbs 1644 lbs 270 IDS 280 Ibs 3541bs 740 MG 374 ft 664 Its 946 lbs 341 lbs 442 lbs tit 4Anchors @1. VMin.O.C.IStandard(or Offset)Clip(Ag.2} 400 lbs 700 Ib® IIIA iVA IIIA IIIA 380 lbs iI/A iVA I1/A iUA WA 682 lbs 8B5 The 11 4Anchors Q 3'Min.O.C./(2)26 Angle Clips/(Fig.3) 700 Ibis, 700 Ibs 680 IDS 1560 M5 IBM lbs M01bs 560 lbs iUA 760 lbs 748 lbs 8001D9 1802 lbs 682 lbs 885 lbs 11 4 Anchors®0.64"titin.O.C./U-ClIp,Into.100"Alum.(Fig.4 iI/A iVA 141A IM N/A ii/A iVA IIIA IUA . iI/A iVA iVA IIIA iVA 12 1 Anchor/F-Clip(Fig.b 195 lbS 195 lbs 225 IDS 445 lbs 822 lbs 135 IDS 140 lbs 177 lbs 370lbs 187 nis 332 lbs 473 Its 170 IDS 221 lbs 21 2Anchors Q 1.19'idin.O.CI F-alp(Mg. 240 ft 350 lbs i4/A iUA IIIA IIIA IDD Its 141A IVA. NIA WA WA 341 lbs 442 lbs `A FIGURE 1: FIGURE 2: TABLE NOTES: db 1111 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INF TABLE12A Mullion Capacity Table ib9W Opening Width(forverticaliy-sperding mdllons)or Opening Height(for horizontally-sparring mdilons) 501n 60 In 70 In 60 in 00 In 100111n 120 in Rectangular TreplTrlang. Rectangular Trapfitlang. Rectangular Ttap/Tdeng. Rectangular TmprTdang. Rectangular TrepfTdang. Rectangular Trapfidang. Rectangular Tra"ang. Rectangula 2 X 4 X.26 Loading Loadng Loadng Loading Loadng Loadng Loadng Loading Loading Loading Loadng Loading Loading Loading Loading AlumTube. $ Muilton hI c� rG c�is a 8 ss� o Is �. � is S s� �_ts1 5$ kK �c K �GtC �c Q drrc �� dR�' � � 3 d �c �a d�� �o c Jc dot 421n 170.0 620 170.0 435 [170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 Sig 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170,0 173 401n 170.0 708 170.0 524 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170,0 877 170.0 1417 .170.0 660 170.0 1700 170.0 680 170.0 198 50.625 In 170.0 747 170.0 563 898 170.0 631 170.0 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 170.0 756 170.0 209 541n 170.0 797 170.0 612 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 003 170.0 1434 170.0 837 170.0 1594 170.0 650 170.0 1913 170.0 861 170.0 223 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 1170.0 12401 170.01 678 170.01 1417 170.0 944 170.0 1594 170.0 998 170.0 1 1771 170.0 1033 170.0 2125 1 170.0 1063 170.01 241 83 in 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 11078 170.0 1859 1110.0 1122 170.0 2231 170.0 1189 168.7 25: C66 in 170.0 974 170.0 789 170.0 1169 -170.0 903 470.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1763 170.6 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 1151.9 241 721n 170.0 1063 170.0 678 170.0 1276 170.0 1009 170.0 1488 170.0 1120 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.6 21( a 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170,0 1322 166.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 108.1 19( 76 In 170.0 1151 170.0 987 170.0 1381 170.0 1110 110.0 1611 170.0 1250 170,0 1842 170.0 1369 152.7 1861 170.0 1474 137A 1661 163.1 1600 114.5 1861 147.3 1473 98.2 184 90 In 170.0 1328 170.0 1144 149.1 1396 156.0 1219 127.8 1398 136.0 1198N47.2786 121.3 1179 99.4 1398 110.2 1162 69.5. 1396 101.6 1147 74.5 1398 89.8 1122 63.9 131 r961n147.4 1229 151.5 1098 122.9 1228 127.8 1079 105.3 1229 111.2 106198.9 1044 61.9 1229 69.6 1029 73.7 1229 62A 1016 61A 1229 72.2 993 52.7 12:1103:5 971 105:8 877 66.3 9711 89.0 662 74.0 971 77.2 84968.4 837 57.5 971 61.8 025 5i.8 971 56.5 616 43.1 971 49.0 796 37.0 97 95.4 919 97.3 632 79.5 910 81.9 619 68.1 919 70.9 806829 794 53.0 919 56.7 784 47.7 919 51.8 774 39,7 919 44.8 - 766 34.1 91 75.5 786 76.8 716 62.9 788 64,5 705 53.9 706 55.6 69549.4 606 41.9 786 44A 677 37.7 786 40.6 668 31.5 786 34.9 653 27.0 78 1441n 43.7 548 442 604 36.4 548 37.0 498 31.7•`546 31.8 48128 2 485 24.3 548 25.3 479. 21.8 tr46 22.9 474 18.2 648 19.5 484 15.6 W TABLE126 . AnchorCapacity Table(lbs) Substrate: 2.7kConclete 3,5kConc. Hotlm041.1 FDMCMU PTWOOd 1, Anchor Type: 3116"Elco.Uitracon 114'ElcoUltracon 5116'FICO 31161 Elco Ultracm 114"ElcoUllracon 114'$S Elco 51161 Elco 114'SS Elco 1110 Steel N12S1eel oil AnchorClip Patteme Macon AggreGalor UKmcon AggreGator Screw(615) Screw(G5) Scn Edge Clslance(inX 1" 2-112' 1- 2-112' 3418• 1' 2-112' 1' 2-1/2' 2' 31/8' 2' 0.48' 0.54• 0 Embedlient pny 1314' 1314' I-W 1314' 2' 1-114' 1414' 1-1/4' 1414• 1.114' 1-114^ 2' I-W 2Anchxs Q 4.75 Min.O.C./Standard or Ott et Clrp(Fig.182): 3901bs 39D lbs 450 lbs m0 W e 1644 lbs 270 lbs 280 lbs 354 lbs 740lbs_ 374 lbs 664 lbs 946 lbs 341 I)s 442 Ibs 5( 4 Andras Q 2.68"1,11m,O.C.1 Stoddard(a Offset)Clip(Fig.3X 740 lbs 740 lbs 690 lbs 1465 lbs 1424 lbs IIIA 500 @e IIIA 695lbs ti/A 880 lbs IVA 682 lbs 885 lbs 11 6 Anchors®1.71•Min O.C./Standard(or Offset)Clip(Fig.4X 885 lbs 0501 758 lbs 1945 lbs IIIA I11A 705 Me N/A 7991bs IIIA IVA NIA 10221M 1327 lbs 16 4Anchm®3'Min.O.C./(2)2x5 Argle Caps/(Fig.6X 7801Ds 7 bs 680 lbs 15W lbs 18%lbs &0 It 6W We II/A 7601bs 748 lbs 880 lbs 1892 lbs 682lbs 8851bs 11 6Anchots®3'Min.O.C.I(2)2x5Argle Clips/(Fig.6X 1170lbs 11701bs 1020 lbs 7340lbs 2834 Ibs Bi bs 8401W IUA 1140 lbs 1122lbs 1320 lbs 28,38 lbs 1022lbs 1327 Ibs IC 3Anch om®1.34"Idin.0.0.1 U-Clip,into.125'Alum.(Fig.7X NIA IVA NIA IVA IIIA 11/A ?UA NIA WA IIIA IVA IVA IIIA IUA1C 6 Anc hors®.0.64'MIn.O.C./U-Clip,Into.125'Alum.(Fig.4 NIA IVA MIA WA IIIA N/A IVA NIA IVA IIIA IVA PVA NIA IVA 21 2Ancbrs®268'Min O.CJ F-Cflp(Fig 9X 370 lbs 370 We 3`15 lbs 743 lbs 712 ft IUA 280 Its NIA 34B Ibs IIIA 440IDS IVA 341 Ibs 442%s FA 3Amhors @ 1.71'MIn.O.C./F alp(Pig.IOX 443 lbs 525 We 379 lbs 973 lbs NIA IIIA 353 lbs IIIA 3991bs N/A IVA IVA 61116S 6&41be 8 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 SHE FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE M Mulllon Capacity Table belle Opening Width(for vertically-spanning mullions)or Opening Height(for horizorltal"pamirig mutons) 601n 001n 70 in 801n 001n 1D0 in 120 to Rectangular TrepITrieng. Rectangular TreptTriang. Rectangular TrepMang. Rectangular DapJTdeng. Rectangular TrepMang. Recierrgular Treplidang. Rectangular TraplTdaag. Reclenguia 2 X 6 x.25 Loafing Loafing Loadng Loadng Loafing Loafing Loafing Loadn9 Loading Loafing Loafing Loading Loafing Loadng Loafing Alum.Tube Z' CS Mullion g a � .a �g meg-- •. a .. .. u a.. rs.. c� c� _ ci3` c� 3 c3 � o� is is b c g of 42 in 170.0 620 1170.0 435 170.0 744 170.0 470 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 1.70,0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 173 46 In 170.0 708 170.0 524 170,0 650 170,0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170,0 1275 170.0 677 170.0 1417 170,0 880 170.0 1700 170.0 680 170.0 19E 50.625 In 170.0 747 170.0 563 170.0 898 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170,0 747 170,0 1494 170.0 756 170.0 1793 170.0 756 170.0 206 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1215 170.0 803 170.0 1434 170.0 837 170.0 1594 '170.0 856 170.0 1913 .170.0 Bat 170.0 22: 60 in 170.0 865 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 247 631n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 1170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.6 1659 170.0 1122 170.0 2231 170.0 1169 170.0 28( 68 In 170.0 974 170.0 788 170.0 1189 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1`155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 27: �C 721n 170.0 1063 170.0 876 170.0 1275 170.D 1008 170.0 1.488 170.0 1128 170,0 1700 170.0 1228. 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 29i TB In_ 170.0 1122 170.0 937 170.0 1348 .170.0 1080 170,0 1570 170.0 1209 170.0 1704 170,0 1322 170.0 2019 170.0 1421 170,0 2243 170.0 1505 170.0 2892 170,0 1829 170.0 31� 1 781 170.0 1151 170.0 .967 170.0 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 1564 170.0 2763 170.0 1700 170,0 32. 90 in 170.0 1328 170.0 1144 170.0 1584 170.0 1328 170,0 1859 170.0 1488 170.0 2125 170.0 1853 170,0 2391 170,0 1783 170.0 ,2858 170.0 1918 170.0 3168 170.0 2125 156.0 34; 981n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1822 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 3199 170.0 2338 137,1 311 1081n 170.0 1594 170.0 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170,0 2078 164.8 2761 170.0 2271 146.3 2781 181.9 2333 123.8 2781 140.4 2281 105.9 271 111 In 170.0 1838 170.0 1454 170,0 1968 170,0 1700 170.0 2293 170.0 1932 170.0 2021 170.0 2149 151.8 2832 162.3 2245 138.8 2832 148.4 2216 113.8 b28321M2197.6 26: 1n 170.0 1771 170.0 1556 170.0 2125 170.0 1859 164.4 2252 159.9 1991 135.1 2252 141.4. 1084 120.1 2252 127.2 1938 108.1 2252 116.1 1915 90.1 77.2 221144 In 125.1 1584 128.8 1445 1()4:3 1564 106.1 1425 89A 1584 91.5 1407 78,2 1564 80.7 139b: :.69.5 1564 72.3 1373 .62.6 1584 85.7 1358 52.1 44.7 151 TABLE13B AnchorCa ltv Table DO Subalrete: 2.7k Concrete 3.5k Cono. Hollow CMU Filled CMU PT Wood k Eloo Anchor Clip Patterns Anc5118"Elco 3 114'SS Elco 5116'Etoo 1/4•SS Elco #10 Steel #12 Steel #12 horrype: 3116'Elco uuracon 114' Macon Ullracon 116'Elco Uflracon 1/4'Elco UlUacon AppreGator, Ultracon Aggre(iator Sorew(05) Screw(05) Sore Edge Distance(in): 1' 2412' 1- 2412' 3-118' 1' 24/2' 1' 24/2' 2' 3-116• 2` 0.48' 0.54' 0. Embedment pn): 1-314' 1.3/4` 1.3/4' 1-14' 2' 1-114' 14/4' 1-114' 1-1/4' 1.114' 1-114' 2' 1-318' 1.318• K 2Anchors Q 47 Wn.O.C./Standard or Olket Clip(Fig.MY 390 lbs 390 lbs 450 lbs 890 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 lbs 664 lbs 9461bs 341 lbs 442 lbs 56 4Anchom®4.88'Min.O.C,/Standard(or011sel)Clip(Ftp.3): 780lba 780 lbs 900lbs 1780 3232 lbs 540 lbs 560 lbs 708 lbs 1480 lbs 748 The 1272 lbs 1892 lbs 682 lbs 8651bs It: 6Anohore @ 1,71'Min.O.C.I Standard(or Offset)CGp(Ftp.4): 1180 lbs 1400 lbs 1010 lbs 2605 lbs WA WA 940lba WA 1065 lbs NIA WA WA 1363 lbs 1770 IM 22. 4 Anolwre @ 3'Min.O.C./(2)2x5 Angle Caps/(Fig.5): 780 Ibs 780lbs 6801bs 15601bs 1896 lbs 540 lbs 560 lbs WA 780 IM 748 lbs 860 lbs 1892 lbs 682 lbs 685 lbs ii: 8 Ano"@ 3'Mtn.O.C./(2)20 Angle CDps I(Fig,8): 1560 lbs 1560 IN 1360 lbs 3120 lbs 3792 lbs 1080 lbs 7120 lbs WA 1520 lbs 1496 lbs 1760 lbs 3764 lbs 1363 lbs 1770 lbs 22 12 Anchors 01.5'Mtn.O.C./(2)20 Angle Clips/(Fig.7): 1660 Its 2100 lbs 144D lbs 3760 lbs WA NIA 1320 lbs N/A 1500 lbs WA WA WA 2045lbs 2654 lbs 33 4 Anohors®1.34'MIn.O.C.I U411p,Into.125'Alum.(Fig.8): NIA WA WA WA NIA NIA WA WA WA WA WA WA WA WA 14 8 Anohors®0.84'Min.0.0.1t)-alp,Into.125'Alum.(Flt.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2S 2 Anchors 0 4.88'Mtn.O.CJ F•Clip(Fig.10): 390 lbs 3901bs 450 lbs 890 lbs 1818 lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 Ibs 636 lbs 946 lbs 341 lbs 442 lbs 5F 4 Anchors®1.71`Min.O.CJ F•C8p(Fig.11): 590 lbs 700 lbs 5051bs 1298 lbs WA WA 4701bs WA 533 fln I WA WA WA 682 lbs 8851bs it NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: TABLE 14A Mullion Capacity Table Ibslfe Opening Width(for vertically-spenring mullions)or Opening Height(for horiz Melly-spetYllr>9 mullions) 501n 60 In 70 In 80 In 90 In 100 in 120 In 1 Rectangular Trap/Tdarg. Rectangular Trep/Tdang. Rectangular Trap/Trlang. Rectangular Traprrdang. Rectangular Trep/Tdang. Rectangular 'Traprrdarg. Rectangular TraprTrlang. Rectangular 1.28"x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading - Loading Loading Loading Loading x.126"Alum I ,. ., :. g,. Tube MUII t3 g Is >s IL .�. Q �4 •�G 4 G a .�. q� g G Q i G �G � .�� � •E d .�G ¢ �G �� �C G �e 421n 144.2 526 167.01428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 528 134.8 411 60.1 526 134.1 411 72.1 1 526 11134.1 411 60.1 526 WA 411 51.5 52E 481n 96.6 403 108.0 333 60.6 403 94.7 325 89.0 403 88.4 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.8 314 34.5 40: 50.6251n 823 362 91.0 301 68.8 382 79.3 294 58.8 362 71.9 289 61.6 362 67.2 288 45.7 362 84.6 284 41.2 362 163.6 283 34.3 362 63.6 283 29.4 W-, 64 In 67.8 318 74.1 267 66.5 318 64.2 261 48.5 318 57.7 256 424 318 53.5 253 37.7 318 50.8 250 33.9 318 49.5 249 26.3 318 49.1 248 24.2 31f C 60 In 49.5 258 53.1 210 41.2 258 45.7 214 35.3 256 40.7 1 210 30.9 258 37.2 207 27.6 268 34.9 204 24.7 258 :33.4 203 20.6 258 32.2 201 17.7 25E 't 631n 427 234 45.6 200 35.6 234 39.1 1951 30.5 234 34.7 192 26.7 234 31.8 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 28.6 183 15.3 234 a 681n 37.2 213 39.4 163 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.8 213 23.7 189 15.5 213 22.2 1187 13.3 211 72 in 28.8 179 30.1 155 23.9 179 25.8 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 146 761n 24.3 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 16.2 161 17.0 133 781n 225 162 23.5 133 18.8 152 19.9 131 161 152 17.6 128 TABLE 14B Anchor Capacity Table pbs SWstralev 2.7k Concrete MR cmc. Hollow CMU Filled CMU PT Woad Id Anchorlype: 3r 161Ekoultracon 1WEI000Mon 5116"Eko SAWEkoUllraeon 114`EtoU(lracm 114`SSEkd 5116*Elco 1I4•SSEko COMM[ 1l12Steel 612 AnchorCllp Pattems MaconAggreGalar Ultracon AggreGator Screw(GS) Scree(G5) Scre Edge Distance pny 1` 2-12' 1" 210 3-V8"- 1" 2-1/2" 1" 2112" 21 34/6" 21 0.48• 0.64" 0: EmbednEclt(In) 13x4" 1314' 13x4": X13/4" 21 1-114' 1-114" 1.114- 1-114' 1-1/4" 11'1-1/4• 2' 13/6` 13rB- r ,4;.Anchors®3'Min.O.C./ =Argle Clips/(Fig 1y I 780lbs I 780lbs 660lbs :.45W lbs 1096 lbs 6401bs 560 IN IVA 76D lbs 740 lbs 680 lbs 1892 lbs 682 lbs 8851bs 14: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON L SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE is 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEET HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET: TABLE 15A Mulllon Capacity Table(Ib9A) Opening Width(for4erticaly-sparing mullions)or Opening Height(for horizontaly-Wandrog mt1lions) 501n 601n 701n 601n 001n 1001n 1201n t Rectangular 7tapiTilang. Rectangular TreplTttang. Rectangular Trepffdw g. Rectangular Trap/Tdang. Rectanar Tie gut priltang. Rectengdar TraplTrlang. Rectangular TraplTdang. Rectangular 3,26"30 Loading Loa3ng Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading DEG.AL t .. •o -- aBAYMULL 0X 1.�1 2. 2 0: � �� l2 �� 1 �- �Olt 4 1QC O 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 We 170.0 992 170.0 519 170.0 1518 1 170.01 521 170.0 1240 '170.0 1 521 170.0 1488 1170.0 521 170.01 173 46 in 170.0 708 170.0 .524 170.0 650 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 6611 170.0 1275 170.0 677 170.0 1417 170.0 660 1 152.2 1522 1 170.0 680 130.5 152 50.8251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 104.2 1443 '170.0 756 138.9 1443 1 170.0 1 756 117.3 144 641n 170.0 707 170.0 612 170.0 956 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 176.0 837 144.3 1353 170.0 856 120.3 1353 170.0 881 10.3.5 135 60 in 170.0 885 170.01 7D1 170.0 10631 170.0 791 1187.0 1218 170.0 .878 146.1 1218 170.01 944 1120.9 1218 159.8 1 938 116.9 Me 1521 924 97.4 1218 146.1 913 83.5 121 63 M 170.0 93D 170.0 745 170.0 1116 170.0 850 150.2 9150 168.6 933 131.4 1150 153.0 • 914 116.8 1150 141.9 898 105.1 1160 134.2 885 87.8 1150 128.7 97t 76.1 115 60 In 170.0 974 470.0 789 152.4 1048 185.8 881 130.6 1048 146.8 884 114.3 1046 133.1 650 101.9 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 109A 821 85.3 104 C 72 to 140.8 860 147.8 764 117.4 880 128.0 746 100.6 880 110.6 734 68.0 680 100.0 722 78.2 680 92.0 712 70.4 860 88.2 703 58.7 ..880 79.2 693 50.3 . 881 J 761n 119.7 790 125.1 690 99.8 790 106A 676 65.5 790 93.3 663 74.8 790 83.9 652 68.5 790 76.9 643 59.9 790 71.7 635 49.9 700 65.1 624 42.6 791 e 781n 510.6 750 1116.5 657 92.3 750 95.1 644 79.1 750 85.9 632 68.2 750 77.1 621 61.5 750 70.6 612 65.4 750 65.7 605 46.2 750 59.4 594 39.8 751 90 in 72.1 563 74.4 500 60.1 503 62.9 491, M.S. 663 54.8 483 45.5 683 48.9 475 40.1 563 44A 468 36.1 563 40.9 462 30.0 583 38.2 462 25.6 66: 961n 59.4 495 61.1 443F32.0 495 61.6 435 42A 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 49! 1081n 41.7 39t 42.6 353 391 35.9 348 29.8 391 31.1 342 28.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 39 SSS in 38A 370 39.2 335 370 33.0 330 27.6 370 28.6 325 24.0 370 25.3 320 21A 370 22.8 318 19.2 370 20.8 312 16.0 370 18.1. 305 1201n 30.4 317 30.9 289 . 317 28;0 284 25.7 317 22.5 280 59.0 317 18.9 278 18.9 317 ,.17.9 273 1441n 17.8 220 17.6 203 TABLE15B Anchor Ca a Ity Table Iba Substrate: 2.7k Concrete 3.5k Cono.I Hollow CMU Filled CMU PT Wood M Anchor Type: 3116'Elco U1lracbn 114'Elco Ultracon 5118'Elco 3116'Elco Ultracon 114'Elco Uitracon 1/4'SS Elco 5/10'Elco 1141SS Elco MIO Sleel 012 Steel #12 Anchor Clip Pattem9 uitrecon I AggreGator Ultracon AggreGator Screw(G5) Screw(G5) Sere Edge Distance On): 1' 2.112' 1' 2-112' 3.1/8' 1' 2-1@' 1' Zan• 2' 3.1/6• 2' 0.48• 0.54• 0. Embedment pn): 1-314' 1.3/4' 1314' 1-314' 2' 1-1/4' i-114' 1-1/4' 1-114' 1-114' 1-114' 2' 1316' 5-318' w 2Anohora®5'Min.O.C./(2)20 Angle Clips/(Fig.1): 390 lbs 390 lbs 450 NO 890 lbs 1700 lbs 270 lbs 2801bs 354 lbs 740 lbs 374 lbs 720 lbs 946 lbs 341 lbs 442 lbs 56 4 Anchors®3.5'Min.O.C.I(2)2x5 Angle Clips I(Fig.2): 780 lbs 760 IR-1-790 Ibs 1670 lbs 2525 lbs 640 lbs 5601bs WA 1120 lbs 748 1b 680 lbs 1692 lbs 682 lbs 685 lbs 1 tS e Anchors @ 2.71'Min.O.C./(2)20 Angle Clips/(Fig,3r'1 1120 lbs 1120 lbs I 958lbs 2246 lbs 1 2254 lbs WA 840 lbs WA 1059 lbs WA 1320 lbs NIA 1021 lbs. 1327 lbs 181 FIGURE 1: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 16A Mullion Capacity Table Ibele Opening Width(for verticaily-spanning millions)or Opening Height(for horizontally spertnirg mi lions) 501n 60 to 701n 60 in 001n 1001n 1201n 1 Rectangular Traplydeng. Rectangular Traprrdeng. Rectangular itap/Tdang. Rectangular Trapfftng. Rectangular TraplTdang. Rectangular TrapJMang. Rectangular Trap/Tdang. Rectangular 3,26"46 Loading Loading Loading Loading Loading Loading Loading Loading Loading Lcadng Loading Loading Loading Loading Loafing DEO.ALBAYMULL 3 3 c 8 8 8 cab 3� c� 3 t3 8� a g oh g� 13 g be g is 421n 170.01620 170.0 435 170.0 744 170.0 478 170.0 1188 170.0 508 170.0 002 170.0 519 170.0 1118 170.0 521 170.0 1240 •170.0 521 170.0 1488 170.0 521 170.0 173! 46 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 X170.0 680 163.7 1637 170.0 680 140.3 183' 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 '170.0 75e 147.1 1552 170.0 756 128.1 155; 541n 170.0 797 170.0 812 170.0 956 170.0 681 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.6 837 155.2 1455 170.0 656 129.3 1455 170.0 881 110.8 145 601n 170.0 885 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 998 125.7 1309 103.5 994 104.8 1309 157.1 982 89.8 130 031n 170.0 930 170.0 745 170.0 1118 170.0 850 182.9 1247 170.0 940' 142.5 1247 164.5 983 125.7 1247 152.8 965 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 124 681n 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 '163.7 965 129.9' 1190 147.9 945 MA 1190 138.5 028 103.9 1100 128.4 914 88.8 1100 119.5 698 74.2 119 C 721n 161.6 1010 169.8 877 134.7 1010 144.6 659 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.6 1010 98.9 807 67.3 1010 90.6 795 57.7 101 76 in WA 906 143.0 792 114.5 906 122.0 775 98.1 906 107.1 781 85.9 906 98.2 749. 76.3 906 88.2 735 68.7 906 82.3 729 57.3 906 74.7 718 49.1 901 R 7' 2 76 In 127.1 881 132.5 754 105.9 881 112.5 738 90.8 681 98.6 725- 79.4 881 86.5 713 70.6 861 81.0 703 63.5 881 75.4 694 53.0 861 68.1 W1 45.4 86' 901n 82.7 648 85A 574 88.9 1148 72.1 504 59.1 848 02.0 554 51.7 646 50.1 545 46.0 848 50.9 537 CA 646 47.0 $30 34.5 648 41.5 519' 29.5 841 98 In 68.2 588 70.1 508 58.8 588 59.1 490 48.7 588 51.4 401 42.6 588 45.6 483 37.9 568 41A 476 34.1 568 38.1 470 28.4 568 33A 459 24.3 561 1081n 47.9 449 40.9 405 39.9 449 41.2 399 34.2 1 449 35.7 393 29.9 449 31.7 387 28.6 449 28.6 362 23.9 449 26.1 377 20.0 1 449 22.7 386 17.1 441 1111n 44.1 425 45.0 365 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 20.1 307 24.5 425 26.2 382 22.1 425 24.0 358 18.4 425 20.7 350 15.8 42: 1201n 34.9 3l)4J 35.5 331 29.1 384 29.8 328 24.9 304 25.8 321 21.8 `364 22.8 317 18.4 584 20.5 313 17.5 364 .18.7 309 1441n 20.2 ~253• 20.4 233 16.8 253 17.1 230 TABLE.16B Anchor Cap Ity Table Ibs Substrata 2.7k Concrete 3.5k Conc. Honow CMU Filed CMU PT Wood M AnciwrType: 3118'Elco Ultracon 114'Elco Ultrecon 5116'Elco 3118'Eko Ultracon 1/4'Elco Ullracon 114'SS Elco 5116'Elco 114'SS Elco 1110 Steel #12 Steel 412 Anchor Cllp Patterns Ullrecon AggreGator Ultracon AggreGator Screw(G5) Screw(05) Scre Edge Distance(in): 1' 2112' 1' 2-112' 3-118' 1' 2-UT 1' 2-112' 2' 3-118' 2- 0.48' 0.54' 0. Embedment Qn) 1.314' 1-3/4' 1-314• i-314' T 1-1/4' 1414'. 1-114' 1-114' 1-1/4' 1-114- 2' MW bale' yr 2 Anchors @ 5'A11n.O.C./(2)2x5Angle Clips/(Flg.1): 190 lbs 390 The 450 lbs 890 lbs 17001bs 270 Ibs 280 lbs 354 lbs 740 lbs 3741bs 720 lbs 946 lbs 341 lbs 442 lbs 56 4 Anchors®3.5'Min.O.C./(2)2x5 Angle Clips I(Fig.2): 780 lbs 780 lbs 790 lbs 1070 lbs 25251bs 540 lba 5601bs WA 1120 lbs 748 lbs 8$O lbs 1892 lbs 682 lbs 885 The 11: 6 Anchors @ 2.71'Min.O.C./(2)20 Angle Clips/(Fig.3y 1120 lbs 1120 lbs 956 lbs 2246 lbs 2254 lbs WA 840 lbs WA 1059 The WA 1 1320 lbs WA 1022 lbs; 1327 Ibs 161 FIGURE 1: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I-1.000"�I --I 1.000" 1.000" �-- --j 1.000" 1.000"77 (-- 125" 2.750' 2.750" .125' 3.125" .125" .125" ,125" 2.000' 2.000" 125" ,JO" " L .375" .375` .500 1'X 2'X.125`MULLION 1`X 2'X.375*MULLION 1'X 2.75'X.375"MULLION' 1'X 2.75"X.650'MULLION, VX 3.125'X.5"MULLION 6063-T6 ALUM. 6063-TS ALUM. 6063-T6 ALUM. 8063-T8 ALUM: 6063-T6 ALUM. X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION ARD CLIP II 2X5 ANGLE CLIP TB ALUM. . " 6063-T6 ALUM. 2.0IL ECTION I 2.125 U-CLIP 2.000" X-SECTION I 6063-T6 ALUM. .125" .125" X-SECTION .125'T �l .740" �- 5.500" CUT HERETO .375" 3.125' 5.000" .375" ^� _CREATE F CLIP,SEEN ;,;: MIN. .375'MIN. MIN. DETAIL F.SHEET 4 . .338"MIN. I I I I I A A I U-CLIP L -----J �---------I 8063-T6 ALUM. L- -- -----------`--J 2XE TOPVIEW 60 L STANDARD CLIP /Ec ENTLR OF ANCHOR HOLE MUST LIE WITHIN THE Z8063-T6 ALUM. ASHED BOUNDARY.SEE SHEETS 5-17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW /HOLEMUSTL(E ' ENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 5-17 FOR THE ANCHOR O.C. ITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/161, SHEETS 5-17 FOR THE ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT part# 5.500" 375" ANCHOR HOLE Mull Dimension(sheet#) DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Al .376 N• DIAMETER+1116". MIN. 1"XT X.125-(5) 88605 666113M 6661118M 666243M 6 ------_I------------ 1"X r X.37&'(6) 666006 666114M 6661118M 666244M C --1 1.000" r-- --j 1.000" 62"1 � .740• .063" .385" " .062" - � �' .125" .062' .438" I I 4.000 " STANDARD CLIP f 4.000" 4.000" " 2.000" I 2.125" 2.825 6063-Yfi ALUM. .125" X-SECTION U-CLI 1 I 6063-T6 P .125" .125" .125" X-SECT .031" .125 CENTER OF ANCHOl 375" '155"� 375" DASHED BOUNDAR ANCHOR O.C.C 1'X 4'X.125' 1-X 4'X.375" 1'X 4'X.376" 5.500" HOLE DIAMETEI MULLION MULLION "T"-MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 3.125" CUT HERETO .375' X-SECTION X SECTION X SECTION 375" y_CREATE F CLIP,SEE MIN. DETAIL F,SHEET 4 1.250" .375" r--------- I r -------- CENTE 1.250' 1.250" i j 1 MUST ANCHI 1 1 1 I I THE D. f F, BOUNI „ SHEEI 2.875 I - I f I THE A 3.94" DISTA MAXIN 3.250' 3.250' ! 1 r 1 ANCK I I I I I 1 DIAME .100". 100" .100" Lr. -------r L--------J ANCH� I DIAME .100" 624" 624" STANDARD CLIP U-CLIP -� CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. --1 .820' I+� --i .820" 1-- --1 .820" I� WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X 3.25X.100' 1.25"X 3.25"X.624" 1.25`X 3.94"X.624" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE: DIMenslon VAIUe 6005-T5 ALUM. 6005-T5 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1/16'. F &61 X SECTION XSECTION X-SECTION G 1.01 3.469" 6.500" H 2611 3.01 2.661" .125" .375" .375' F 3.11 C300 .125" 1.877" I MIN. G 0.7: H 24: I 1 I 1 3.01 F 2.2 .125" 1.61 1I I I 1 G 0.71 .125' 45° 2.2I 0" i i j i l H 3.2 u TABLE E Mull Dimension PGT Part# (sheet#) MuIllon Std.Clip U-Cllp Angle Clip I -1 J--A25- ZIX4"X.25'(16)1 66602 1 666261M 660271M 6665112M 2"X 6"X.25"(17) 66604 1 666262M 666272M 6665113M I STANDARD CLIP I U-CLIP - (2.000 2.125 6063-T6 ALUM. I 6063-T6 ALUM. NOTES: I X-SECTION X-SECTION 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125" I .125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I I �--1.490"--►I I HOLE LOCATIONS. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" CUT HERETO 2.000" 3.500" CREATE CLIP, .375" IC SEE DETAIL F, 375" MIN. r-SHEET4 MIN. .375" r------.-- ------ --------� -- -- I I 1 I I 4.000" I t .250" 3.438" + 3.438" 2"X4"X.25" �. MULLION I I I 6063-T6 ALUM. X-SECTION I I I - STANDARD CLIP j)-CLIP,6063-T8 ALUM: 250" CENTER OF ANCHOR HOLE MUST.LIE _6063-T6 ALUM. SED FOR 2"X 4"MULLION,SHEET 16 . WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVEEW SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE " DIAMETER:ANCHOR DIAMETER+1/161. WITHIM THE DASHED BOUNDARY.SEE SHEET•$5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1/167. 1 . 375" 3.500" CREATE F-CLIP. 375" SEE DETAIL F, MIN. r-SHEET MIN. N. .375" r----- -- ---- — -------� -- — - I I I I I I I I I I I I I I I — — I - -- ---- a nnn" EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH IS 2-1W.THE OPE NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THDOPENING WI --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABOS FOR A MULLION THAT IS AT LEAST THE WI DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SEE L SEE FENESTRATION DETAILS, FROM TABLE 3A,SHEET 7,THE V X 2.75"X.375'MULLION(LENGTH:; P' 72",OPENING WIDTH=70")MEETS THE DE PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 23 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650'MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PI 72' OPENING AND MAY BE USED 1N THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION LENGTH 2)USE TABLE 413 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SL ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE 1 SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE:MULLION AND TE 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/--60.0 PSF.TH OVERALL MULLION SYSTEM WAS DETERMI NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REI 32' 32• --I I —MULL WIDTH (60 PSF)X r 636 LBS _524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH ` 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINE DESIGN PRESSURE OF+50.0/-55.0 PSF. FOR THE'VERTICAL MULLION: 1)INITIALLY ASSUMING THAT 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1 105"AND THE THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THA EXAMPLE 2•MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%55.0 PSF.IF THE TABLE DOES NOT SHOW THE E) MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375"MULLION(LENGTH:;108",OPENING WIDTH=80")MEETS THE DEI AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2"X 41 X':250"MULLION(LENGTH=.10W,OPENING WIDTH=8(r)HAS A DESIGN F SEE FOR THE OPENING AND MAYBE USED IN THI&APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 97118; SEE DETAILS, 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE-MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE:ADJUST[ PRODUCT'S 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNAI APPROVAL11-1 THE 73"DIMENSION(35-1/2"+35-112"+2"=77). I r r — 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRE VERTICAL I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8",CARE MULLION ` — USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANG LENGTH ---'*"—SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. S DETAILS, DETAIL E, OPENING SHEETS 2.3 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250"MULLION,IN_THIS EXAMPLE WE WILL MATCH THE HORIZ( HORIZ MULLION TYPE COULD BE CHOSEN. MULLION 72 1)THE MULLION LENGTH IS 3(°AND THE OPENING HEIGHT IS 32"+7242"=108".REFERENCING SHEET 25,THE CO USED.FROM TABLE 12A,SHEET 16,THE 2"XC X.250-MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS j REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REC SEE DETAILS, ��, o 2)USE TABLE 128 TO FIND THE:ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SU EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPE I I I PW PW PW 1 1 SH/DH SH/DH SH/DH SH/DH I 4 I I f i• . LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I < � 1 _ 1 I SGD I PW LOADING OF HORIZONTAL MULLION LOADING PW I I I Z<PW PW I PW SH/DH SH/DH j SH/DH SH/DH I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I PW PW 1 117 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADIN, I I P"/, HINGED j DOOR PW PW I 1 1 I I z /. I WPWAK /. /. /.