Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Notice of Acceptance
i G i o 3 ®(FOR EVIE CODE COMPLIANCE MIAMI-DADE S.T. Luc;1 COUNTY MIAMI-DADE COUNTY Sc PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO OURCES(RER) 11805 SW 26 Street,Room208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miacnidade.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: File Copy 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 RERI,- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT"Clipped Extruded Aluminum Tube Mullion—L.M.T. APPROVAL DOCUMENT: Drawing No. 63003X titled "Impact Resistant Aluminum Tube Mullions', sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beeln no change in the applicable building code negatively affecting the performance of this product. TER UNATION 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. I ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.17-0630.01 MfAMFDADE COUN Y J f Expiration Date: May 26,2021 Approval Date: November 09,2017 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and with FBC 6tb Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6t' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series `'PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. i i I Jorge M.Plasencia,P.E. P,v6dZuct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 I - SUITABLE FOR ALL LOCATIONS'REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL. 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO An MISSILE IMPACT-RESISTANT-PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH STTUA EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIC MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHEF FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL— ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE+ MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED T( SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP, A-D,G,H: SHAPE SHEETS 2 4 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS c DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180,THE 1/ _ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALL 4)PROPER SEALING,OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYI / INSTRUCTIONS. SEE DETAILS !J �Il A THRU G; y III / I \ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODU SHEETS 2-4 SEE DETAIL ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.F A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHOR SHEETS 2-4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. OPENING VERT. HEIGHT. MULL r FOR 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES ALWAYS ROUND UP TO THE NEXT 81; H LEND HORIZONTAL SEE DETAIL a MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCC SHEET a BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL.BE PROTECTE REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS: FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S PRODUCTS MAY BE OF ANY TYPE. 9}MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREIV MUST BE MANUFACTURE[) CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE / III sYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. SEE DETAILS HORIZONTAL A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED Th MULL SHEETS 2.4 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THR LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING U MULL HORIZ MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROI LENGTH f I-�—OPENING WIDTH I-" "I I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OF H �OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT2)FROM TABLES 1A THR+ OPENINGMULL —F°ra— THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE A HEIGHT LENGTH MULL MERE• MULLION CAPACITY(LBS/FT2)OSTAINEn-SHALL MEET-OR-EXCEED-THE-DESIGN-PRESI- 1 f LENGTH STEP 1). J 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT CO --'-. - - •` ___t r.t l,00TO ATC bV TLC AAIf+4t'%QC 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 I MULLION I ! - 1 SEE SHEETS a I° I - EITHER THE 21-23 FOR HOLE4. 11 STANDARD OR d I' LOCATIONS d 4 OFFSET MULL ° d EDGE © °, CLIP MAY BE I I I DISTANCE ° INSTALLED BY 4 a I FOR WOOD I I THIS METHOD. SCREWS 4 V j I i a 260"MAX FOR a ALL MULLIONS c•' 4 ° ,d A ° ° Q.n EXTERIOR ° 4' o EDGE DISTANCE d FOR a d ° MASONRY a THE OFFSET CUP IS ANCHORS RECOMMENDED FOR EXTERIOR 4 4 d FIN-FRAMED ° WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1 BABB SEE TABLES 113-16B EDOEIEND f DISTANCE �� SEE TABLES EMBEDMENT BUCKSTRIP 1 B-133 .^' AND EMBEDMENT' ' A t, ATTACHMENT BY OTHERS, .• ' .z •.a;. i SEE NOTE 1, SHEET 1. MIN. SIDE VIEW --- - ERON —V-IEW - --- - ----- -- INSTALLATION NOTES; DETAIL C: --I .125^MIN. MULLION DIRECTLY ATTACHED TO MULLION MASONRY STRUCTURE (STANDARD CLIP SHOWN) VARIES. It TYP.ANCHOR EITHER THE 1 PER SUBSTRATE, STANDARD OR SEE TABLES 1B-13B OFFSET MULL I i _ TOP VIEW -- CLIP MAY BE E k I EDGE DISTANCE INSTALLED BY Il I ' FOR MASONRY THIS METHOD 1 I I ° ANCHORS VARIES • k � I I° 1 ° °. , lodo EXTERIOR d 1 THE OFFSET CLP IS EDGE DISTANCE ° 4 � a ,�„ RECOMMENDED FOR FOR MASONRY ANCHORS d FIN-FRAMED INTERSECT WINDOWS,BUT MAY U-CMp ALSO BE USED FOR a° a OTHER FRAME TYPES, TYP.ANCHOR PER SUBSTRATE, d Q SEE TABLES 18-138 TYP.ANCHOR PER SUBSTRATE, aUCI(STRIP SEE TABLES 1B-13B FRONT VIEW AND ATTACHMENT BY OTHERS, ',<.. a SEE NOTE1, ° , e •a y EMBEOiuTffN} T ,' m SHEET I. d ' a.•� a aa' `. e' '. � EDGE _DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 113-13B FRONT VIEW SIDE VIEW DI MULLION STE (STANDAF INSTALLATION NOTES: STRUCTURE TYP.ANCHC 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O PER SUBSTF 1 / SEE TABLES 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ---ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE -- - FOL-L-OWING-SHEETS.-FOR-DETAILS-A-D,-EITHER-THE-STANDARD-OR-OFFSET-CLIP-MAYBE USED. - __ _ - 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. At tAlnnn of roue ADC nOTfnnlAf Cr-;:T1F7A11 r. THI--G F21-IFFT DETAIL F: DETAIL G: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES, MULLION O O p O O O O O SIDE VIEW SHOWN WITH VX4"X,126"• I TOP VIEW MULLION I I .EXTERIOR I 1 c� I 1 TYP.ANCHOR STANDARD MULLION CLIP I I PER SUBSTRATE, MODIFIED TO FIT FIELD Ict SEE TABLES IB-14D CONDITIONS. I I MULLION I •� I { I I I 19 1 1 1 I I 2"X 6"X.126" `�` I I ANGLE CLIP, 1 2 PER MULLION END, j MUST BE INSTALLED ` i I INSIDE OF MULL. E I I t �TYP,ANCHOR PER SUBSTRATE, SEETA13LES iB-13B INTO WOOD, j STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR D\Sv we �--kk -� --------- ----- --- - - - -- 1 -- - - pig A --- -- - - -- - -- - -- ® —® - - — ---- INTO-WOOD,-STEEL, - — 1 ALUM,CMU OR MASONRY EDGE O DISTANCE PER - eNructR TABLE 1 A Mullion Capacity Table PbsM5 Opening Widlh(forverticallyspariring mullions)or Opening Height(forhoriwrttaliy-spanning mullions) 50 in 60 in 70 in 80 In 90 in 100 In 1201n Rectangular TYapJTilang. Rectangular Trap/Tdang. Rectangular TraIlMeng, Rectangular TFapl7dan% Rectangular 11rap1Triang, iReaNangular Traprfrlang. Rectangular 7raplTdang, aectang� 1 x 2 X.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loadln Alum.Tube Mullion b N 4 g m b° $ a p1 a a ";"i m w of 9 a< o � ci `L G 0: '� d .Q N '� N C•9j '.l w 7 V 07 V 7 N 01j 7 Vf"3 N t7 C y ! -q- 42In 111.9 408 129.5 332 93.2 408 115.E 326 79.9 408 107A 321 69.9 408 104.4 319 621 408 , 104.0 319 $6.9 408 104.0 319 1 46.6 408 104.0 319 39.9 481n 74,9 312 MS 258 62 4 312 73.4 252 53.5 312 67.0 248 46.8 312 53.2 246 41.6 312 1 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 25.8 50.625In 53.9 281 70,6 234 53.2 281 61.5 228 48.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 2 0 331.9 281 49.3 210 26.6 281 49.3 219 22.6 54 in 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 329 247 41.6 188 29.2 247 39,4 194 26.3 247 38.4 193 21.e 247 38.1 193 18.8 601n 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 I6o 21.3 200 27.1 159 . 19.2 200 25.9 167 16.0 200 26.0 158 "1 63In 33.1 181 35,3 165 27.6 t8i 30.3 152 23.7 181 26.8 149 20.7 181 24.5 146 18.4 161 22,8 144 16.6 181 21.7 143 661n 28.8 166 30,6 142 24.0 165 26.1 139 2o.6 160 23.1 136 16.0 165 21.0 134 72In 22.2 139 23.3 i20 16.6 139 19.9 i1a• 15.9 139' 17.5 116 76In 18.9 125 19,7 109 16.7 125 Isla 107 761n 17,5 118 18,2 104 TABLE 1 B Anchor Cal) ltv Table lbs Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Riled CMU PT Wood Anchor Type: 3116"Boo Uitracon 114"Eico Ultracch 5/16"Elco 3116"Eico UJtmoon 114"Efoo Ultracon II4"SS MOD5/16"Elco 114"SS Eloo #10 Steel #12 Steel II' Anchor Clip Patterns Ultracon AggreGator Ultraocn AggmGator 80r6W(G5) 3cmW(G5) Sc Edge Distance(in): 1" 2112" 1" 2-1/2" 3-118" 1" 2-112" 1" 2-1/2" 2" 3-118" 2" 0AW 0.64" Embedment b): 1-3w, I-3/4" 1-3/4' 14/4" 2" 1-114" 1-1/4" 1-114" 1-U4" I-1W 1-114" 2" 1-31W 1.3/8" 2 Anchors @ 4.75"Mln.O.C,/Standard or OBset Clip(FIg.1): 3901bs 390 rbs 450 lbs 890 It* 1044 Ibs 2701bs 280 Ibis 354 lbs 7401be 374 lbs 6641be 9461bs 341 Ibs 442lbs ; 4 Anchors®1.15'Min.O.C.I Standard(or Offset)Clip(Fig.2): 480 lbs, 7001bs N/A N/A NIA N/A 380 lbs WA NfA NIA N/A NIA 682 lbs 885lbs 1 4Anchors(off 3"MJn.o.C.1(2)2x5Angle Clfps I(Fig.3): 780lbs 7801ba 680 lbs 1680 lbs 16961be 540lbs 560lbs NIA 760lbs 748 W 860IN 16921bs 02 lbs 885 lbs 1 2 Anchors®OAT Min.O.C./U-C11p,Into.125"Alum.(Fig.4r N/A NIA N/A WA N/A N/A NIA NIA NIA NIA NIA NIA NIA N/A 1 Anchor F-Clip(FIg,5):1 19S lbs 195 Jbs 226lbs 445 IN '822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 187 Ibs IM21ba 473lbs 170 Ibs 221 lbs 2 Anchors @ 1.15"Min.O.CJ F-Clip(Fla.6):1 240lbs 3501bs NIA N/A N/A NIA 190 The WA NIA NIA NIA N/A 341 lbs 442 lbs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: TABLE NOTES: ® 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INF_OR_MATT+ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, - -- FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWF 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEI 1-101 PR TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON TABLE 2A Mullion Capacity Table Obsel opening Width(for vertically-spanning mullions)or Opening Height(for horizontagy-spanning mullions) 50 In 60 in 70 in 80 In 90 In 100 in 1 120 In Rectangular Trap/Tdang. Rectangular TraplTriang. Rectangular TraplVeng. Rectangular TraprTriang. Rectangular Trap/7riang. Rectangular Trap/Triang. Rectangular TrapJTrlang. Rectanou I 9 X 2 x.375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube s z 9 � & � P � _ Ar � � � � .4_ � 41 � MI�IiIOn m t5 rA m ro ^w c� .. v c, c+ o a X... gt� u S o .. o o .. a a`� o a t� a`+ m �°i a a t5_ 8 c� v �G t (_y A '. U � (y_ U t5 §�F $ p O O • _ C 1C s C (� L lei �N+ .0'� .� � fir•'--S y O, � � C_\ .�\ � ' �� � Q 12 S] 42in 170.0 620 170.0 435 151.3 662 170.D 478 129.7 662 170.0 506 113.6 682 169.5 518 100.9 662 168.9 51-1 90.8 862 168.9 517 75,7 662 168.9 517 64.9 6E 48 in 121.5 507 136R 419 101.4 507 119.2 410 86.9 507 108.7 403 76.0 507 1026 399 67.6 507 99.6 $07 60.8 507 99.0 398 60.7 $07 99.0 398 43.4 6C 60.625 in 103.7 466 1.14.E 379 86.4 466 99.9 371 74.1 450 90.6 364 64.8 456 84.8 350 57.6 456 •81,3 357 51.a 456 80.0 366 43.2 456 80.0 356 37.0 4E 541n 85.4 400 93.3 338 71.2 400 80.9 328 81.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 36.6 400 61.8 313 30.5 4C 60in 62.3 324 66,9 276 51.9 324 57.5 270 446 324 61.2 264 36.9 324 4RS 260 34.8 324 43.9 257 31.1 324 420 2$5 26.0 $24 40.5 253 222 35 C 631n 63.8 294 67.4 252 44.8 294 49.2 248 38.4 294 43.6 241 33.6 294 39,8 237 29,9 294 37.1 234 26.9 294 36.2 232 2224 294 33.5 230 19.2 25 J ra es In 46.8 288 49.8 230 39.0 268 424 225 33.4 268 37.5 221 29.2 258 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19.5 26B 28.0 210 16.7 2E a � 72 in 36.0 225 37.9 196 30.0 226 32.2 181 2&7 225 28.4 188 22.5 225 25.6 186 20,0 225 23.5 182 19.0 325 221 180 16.0 225 20.3 177 129 2: 78In $0.6 202 -32-0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 10.7 165 15.3 202 18.4 163 128 202 16.7 160 10.9 2( 78 in 28.3 192 29.e 168 23.8 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 19.8 15S 11.8 192 15.2 152 10.1 IS so Ir1 18.6 144 19.0 129 15A iq4 16.1 126 86 in 15.2 127 se 113 TABU 2B Anchor Ca ac Table Ibs Substrate:1 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT 1Nood A Anchor Type: 3l16"Eiao Uitracon 1/4"Elea Ultraeon 5/18"Elco 3/1B"E3co URracon 1/4"Etco Ultraoan 114"88 Elea 6118"Etoo IN,SS ETco 410 Steet #12 Steel #1: Anchor Clip PaOems Uitraoon AggreGator Ultmoon AggreGator Screw(G5) Screw JG5)j Son Edge Distance QnX 1" 2-112" .1" 2-1/2 3-1/8" 1" 2-1/2" 1" 1 2-112" Z. 3-118" 2" 0,48" 0.54" 0 Embedment(ink 1-3/4" 1-/4" 1.3/4" 1-3/4" 2" 1-1W 1 1-114" 1-1/4" 1 1-1/4" 1-1/4" 1.1/4" 2" 1-3/8" 1-3/8" 4 2 Anchors @ 4.751 Min.O.C./Standard or Offset Clip(Fig.1r 390 The 390 The 450 Ibs 890 Ibs 1644 Ibs 270 lbs 260 Ibs 354 Ibs 1 740 Ibs 374 The 604 Ibs 9461bs 341 Ibs 442 tbs 5t 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.21 480 The 700 Ibs NIA N/A N!A NIA 380 Ibs NIA N/A NIA NIA NIA 682 Ibs 885 Ibs 11 4 Anchors 0 3"MIn.O.C./(2)20 Angie Clips I(Fig.3r 700 Ibe 786 Ibs 680 ms 15so lbs 1896 IN 540 Ibs 560 Ibs N/A 760 Ibs 748 The 880 Ibs 1892 Ibs 682 Ibe 885 Ibs 11 2 Anchom®0.45"Min.O.C.I U-Clip,into.125"Alum.(Fig.4): N/A N/A N/A N/A NIA N/A NIA N/A N/A N/A NIA N/A N/A N/A 7' 1 Anchor/F-Clip(Fla.5): 195 Ibs 195Ibs 225lba 445 Ibs $22Ihe 1351ba 140lbs 177 Ibs 370lbs 167Ibs 332lbs 473 lbe 170 Ibs 221 Ibe 21 2 Anchors @ 1.15"Min.O.C./F-Cilp(R9.8), 240 Ibs 350 Ibs N/A NIA N/A N/A 190 Ibs N/A NIA NIA WA N/A $41 Ibs 442 Ibs Sl 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 INFORMATIOP ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABI rrrrl 11aF oee< TABLE 3A Mullion Capaclily Table(lbstie) Opening Width(for vertically-spertrling mullions)or Opening Height(for horizontally-spanning mullion) 50 in 60 In 70 in 80 in 90 in 100 in 120 In 1 X 2.75 X Rectangular TraptTriang. Rectangular TrapfTdang. Rectangular TraplTdang. Rectangular Trapfi}Mang, Rectangular Trapfrdang. Rectangular TrapiTdang. Rectangular Trap/1Nang, Reelangu Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin4 .376 Alum. r Z' Tube W � Mullion m e CL � �--a- F42 in 170.0 620 170.0 436 170.0 744 170.0 478 170.0 868 170-0 606 170.0 992 176.0 5i9 i7D.0 1116 i70.0 621 170,0 12b0 170,0 621 148.7 1S01 i70.0 521 127.5 1: 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.E 1139 170.0 677 1W.6 1139 170.0 00 113.9 1139 170.0 630 97.6 1• 60,625In 170.0 747 170.0 563 170.0 898 17D.0 631 167,8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 1710 747 117.4 1032 170.0 756 97.9 1032 17D.D 756 83.9 11 64in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152,5 720 107.5 907 145.0 714 $6.8 907 141.1 710 80.6 007 140.0 70S 69.1 9 60 in 141.1 735 151.6 6Z5 117.6 735 130.3 611 -100.8 735 116.0 599 88.2 735 1061 580 78.4 735 99.6 683 70.5 736 95.1 578 58.8 735 91.0 574 50A 7 63in 121.9 666 130.0 570 101.E 666 1i1.5 557 57.0 6W 98.9 647 76.2 668 90.1 538 67.7 668 83.9 631 60.9 6% 79.8' 526 50.8 666 -15.8 521 43.5 6 661n 106.0 607 112.4 522 88.3 607 06.1 511 75.7 607 85.0 501 682 607 77.1 493 58.9 007 71.5 406 53,0 607 67.0 481 44.2 607 63A 476 37.9 6 c J 72In 81.5 510 85,8 443 68,0 510 73.0 434 58.3 510 84.3 428 51.0 510 57-9 419 46.4 610 53.3 413 40.8 810 80.0 108 34.0 510 45.9 402 292 76In 69.4 458 72.6 400 57.0 468 61.7 392 49.6 458 '34.1 386 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 W8 28.9 458 37.7 302 2A.8 4 76In 64.2 435 67.0 381 53.5 435 58.8 373 45.9 435 49.8 388 40.1 435 44.7 380 35.7 435 40.9 355 32.1 435 38,1 361 26.8 435 34.4 344 22.9 4 Spin 41.8 327 43,1 290 34.8 327 36.4 285 29.9 327 31-8 240 26.i 327 28.3 275 23.2 327 25.7 271 20,9 327 23.7 268 17.4 327 2110 262 14.9 96in 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 28.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 18.9 232 1081n 242 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 227 16.0 195 Min 22.3 215 22,7 194 18.6 215 19.1 191 15.9 215 16.6 188 120 in 17.6 184 17,9 167 TABLE 3B Anchor Ca ity Table(Ibs) Substrate: 2.7k Concrete 3.51q Cone. Hollow CMU Filled CMU PT Wood Anchor Type: 3/16"Eloo Ultracon 1/4"Elea Ultmoon 6118"Boo 8/16 Eloo Ultrecon IN'Elea Ultracon 114"8S Eico 5/16 Elco 114"SS Elea #10 Steel #12 Steel #1 Anchor Clip Patterns ult acon AggreGator Ultracon AggreGator Screw(G5) screw((35) Sc Edge Distance(In): 1" 2.1/2" 1" 2-112" 3.118" 1" 21/2" 1" 2-112" 2" 3118" 2" 0.46" 0.54" Embedment(in): 1-3/4" 1-3/4" 1-3W 1-3/4" 2" 1-114" 1-114" 14/4" 1-114" 1-1/4" 1-114" 2" 1.3/e" 1 318" 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390109 390 lbs 450 Ibs 890 Ibs 1644 ibs 270 Ibs 280 lbs 354 Ibs 740 lbs 1 374 loss 664 lbs 946lbs 341 The 4421bs 4 Anchors @ 1.16'Min.O.C.l Standard(or Offset)Clip(Fig.2): 460 Ibs 700 ibs NIA N/A NIA NiA 3801156 N/A NIA NIA NiA N/A 682 Ibs 085 Ibs 1 4 Anchors @ 3"Min.O.C.1(2)W Angle Clips/(Flg.3): 780 Ibs 780 Ibs 680 The 1560 Ibs 1896 Ibs 540 Ibs 660 Ibs N/A 760 Ibs 746 Ibs Boo Ibs 1892 Ibs 682 Ibs 885 Ibs 1 2 Anchors @ 0.45"Min.O.C./1.1•Cllp,into.125"Alum.(Fig.4): NiA NIA NfA NIA N/A N/A NfA NIA NIA N/A NIA N/A N/A NIA ; 1 Anchor/F-Clip(Fig.5): 195 ibs 195 lbs 225 Ibs 445 ibs 822 lbs 135 Ibs 140 The 177 Ibs 370.Ibs 187 Ibs 332 Ibs 473 lbs 170 Ibs 221 IN 2Anchors @ 1.15"Min.O,C./F-Clip(Fig.6): 2401bs 350 Ibs N/A N/A N/A NIA 190 tbs N/A NIA NiA N/A NIA 341 Ibs -0921bs 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 SHEE FIGURE 1: FIGURE 2: TABLE NOTES: ® ® FI* ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE4A Mullion Capacity Table(lbs�] Opening Width(for vertically-spanning mullions)or Opening Height(far horizonlal]y-spanrdng moons) 5o in 60 in 70 in 8o in 90 In 100 in 120 In 1 x 2.75 x Rectangular Traplltiang. Rectangular Ttapfrriang. Rectangular Trap/Wang, Rectangular TrepMeng, Rectangular TreplTdeng, Rectangular TraplTdang. Rectangular Ttap/7dang. Ractangu Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading Loadin4 .sso Alum. a Al � � � � a � � � �' k Tub® o�. 'u s.. 'fa c"3 n.. c�.. Mullion m R ra cv a ;a a a a �A ff a m G 4S m ra Pn �v m co G `� G m a N c G yq� b U U'p U Ur U V U fV U t � f2 q� Lr c --- - - -- W7Q'7 � � 16 °G4Zin 0.0 435 '170.0 744 170.0 478 170.0 868 170.D 506 170.0 992 170.0619470,0 1118 170,0 521 170.0 1240 170.0 521 17QD 1488 170.0 521 158.7 1t 48In 0.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 1700 1275 170.0 677 170.0 1417 170.0 68D 141,7 1417 170.0 660 12i.5 1+ 50.625In0,0 W3 170.0 898 170.0 Wl 170.0 1048 170,0 884 1T4.o 1195 170.0 723 162.8 12M 1-10.0 747 146.3 1286 170,0 756 121.9 12a6 170.0 756 104.5 1, 54 in 0,0 612 r 90 170.0 691 170,0 1110 170.0 754 150.7 1130 170.0 003 133.9 1130 170.0 837 120,E 1130 170,0 056 100,5 1130 170 4 861 88.1 1' 60 in 176.0 885 170.0 701 915 162.3 761 125.5 915 i44.5 746 109.9 9t5 132.3 735 87,6 915 1Z3.9 728 87.9 915 118.5 720 732 915 114,4 715 62.8 9 63 in 151,8 830 181.9 710 6 30 138.9 694 105.5 830 123.2 681 94.9 030 112,2 670 84.4 630 104.6 662 75.9 $30 09.4 656 63.3 830 94.5 649 54.2 8 So In 132.1 757 140.0 650 757 118.E 836' 94.3 757 105.9 824 B25 757 86,1 814 73.4 757 B9.1 608 68,0 757 84.2 600 66.0 767 79.0 9 47.2 72 ChMl 636 108,6 552 836 91.4 540 72.7 036 80.1 530 63.6 am 72.2 521 66,5 636 88.5 514 50.9 836 82 3 508 42.4 636 572 500 36.3 8 76 671 90.4 498 571 76.8 488 81. 71 67.4 479 54.1 571 80.0 471 48,0 571 55.5 484 43.2 571 51.8 459 36.0 571 47.0- 451 30.9 5 78 542 83.4 474 66,7 542 70.8 465 57.1 542 62.1 459 60.p 542 56.7 449 44.4 542 61.0 442 40.0 542 47.5 437 33.3 542 42.9 429 26.6 5 90 407 53,7 361 43.4 407 45.4 365 37.2 407 39.8 349 32.5 407 35.3 Z43 28.9 407 32.1 338 1 26.0 407 29.6 334 21.7 407 26.1 327 18.6 4 06In 42,9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.8 358 88.8 304 23.8 358 26.1 300 21.5 358 24,0 296 17.9 356 1 21.0 289 15,3 3 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 263 19,9 244 16.7 283 18.0 240 15,1 283 16,5 23-1 1111n 27.8 267 28,3 242 23,1 267 23.8 238 19.8 Z87 20.$ 235 17.3 287 18.3 231 16.4 267 16.5 228 1201n 22.D 229 22.3 208 18.3 229 18.8 205 15.7 229 18.2 202 TABLE 4B • Anchor Ca Ity Table bs Substrate: 2.7k Concrete 3.5k Cana. Hollow CMU Filled CMu PT Wood 1/4"SS Eico 5116"Eloo IW SS Eloo 910 Steel #12 Steel AnchorCClp Patterns #1 Anchor Type., 3l16"Elea Ultracon 1/4"Elco Ultracon 5�4r4on 3116 Elea Ultracon 114"Elco Ultracon AggreGator Ultracon AggmGator Screw(G5) Screw W) Sc Edge Distance Qn): 1" 2-112" 1" 2-1/7 3-118" 1" 2-1/2' 1" 2-112" 2" 3-1/8" 2" 0.48" 0.54' i Embedment On: 1-3/4" 1-3/4" 1-3/4" 1 1-3/4" 2" 1-1/4" 1-114" 1-114" 1.114" 1-1/4" 1-1/4" 2" 1-319" 1.318" 2 Anchors 4.76"Min.O.C.I Standard or Offset Clip(Fig.1): 39D lbs 3901bs 450 Ibs 890 The 1644 Ibs 270 Ibs 280 Ibs 3541bs 740 Iba 3741bs 664 Ibs 9461bs 341 Ibs 442 Ibs 4 Anchors @ 1.15"Min.O.C./Standard(aroffset)Clip(Fig.2): 480 The 700 Ibs N/A NIA WA NIA 360 Ibs WA WA WA NIA NIA 662 Iba Ems1 1 4 Anchors @ 3"Min,O.C./(2)2x5Angfe Clips/(Fig.3): 780 Ibs 7801bs 680 Ibs 1560 Iba 1896lbs 540 Ibs 660 ibs WA 760 tbs 74B Ibs 6801bs 1892lbs 682lbs 0851139 1 2 Anchors @ 0AY Mln.O.C./U-Clip,Into.125"Alum.(Ffg.4): NIA NIA N/A NIA WA NIA NIA NIA N/A NiA N/A NIA N/A 1 1 Anchor I F-Clip(FIg.5):�240 195Its 195Its 225Ibs 446 Ibs 822Ibs 135 fbs 140 Ibs 177 lbs 370 Ibs 187Ibs 332 Iba 473 fbs 170 Ibs 221 Ibs S 2 Anchors @ 1.15"Mfrr.O.CJ FOlp(Fig.6): Ibs 350 Iba N/A N/A WA N/A 190 Ibs WA NIA N(A NIA WA 341 Ibs 442 lbs 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 SF -- FIGURE-1: FIGURE-2: TABL-E NOTES:-- ---- ® ® ® ® 1)SEE SHEET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIOP ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 5A mullion Capacity Table Obsi ) Opening Width(For verficakspannitlg mukns)or Opening Height(for ttorizontaily-spanr ing mullions) 50 In 60 in 70 in 80 in 90 In 100 in 120 in Rectangular Ttap/Tdan9. Rectangular Trap/Tdang. Rectangular Trap/Mang. RectangularI.TTra��,i,a,n,,' Rectangular TraptUang, Rectangular Trap/1'dang. Rectangular Trap/Tdang, Rectangu 1"X 3.126"X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lcading Loading Loading Lcadln4 .500"Alumqg Tube Mull m ��� W �7 q n p� yp� tpp, �t9g D,.O jGp. Q.i7 a .D Cl �,G �4 G W {7 CY l0 W W fG G V_ U'�O C7'C V_ U c U I!}E'6 V r.)b V_ V'!7 V_ Q'C t.}_ C] V N_ V'�Dyj V ry V ti V�_y Cl'O �T_ b O 't� p 1C 0 p ��+ y q^ L O^ 'a ,�yO. rd G �ccG �� _ Lr-Cr- _ 7 42in 170.0 620 170.0 435 170.0 7" 170.0 478 170,4 868 170.0 $06 170.0 992 170,0 519 170.0 1116 170.0 521 170.0 1240 i70.0 521 170.0 t488 170.0 521 170,0 1' 48 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.4 630 170.0 1133 170.0 681 170.0 1275 170,0 677 170.0 1417 170.0 680 157.7 1577 170.0 Sao 135.1 i! 50.626In 170.0 747 170A 603 170.0 896 170.0 631 170,0 1046 170.0 684 110.0 1195 170.0 723 170.0 1345 170.0 747 17o.0 9494 170.0 756 141.1 1495 170.0 756 121,5 L 54 in 170.0 797 170,0 612 170.0 955 170.0 891 170.0 1116 170.0 754 170,0 t275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 $56 124.E 1401 170.0 881 106.8 1 601n 170.0 885 170.0 701 170.0 1082 170,0 797 168.5 1166 170,0 878 138.7 1156 167.0 028 123.3 1156 150.5 617 111.0 1158 149,7 914 92.5 1i56 144.5 903 79.3 1 63In 170,0 930 170.0 745 159.8 Io49 170.0 850[47 1049 155.5 S80 119,5 1049 141.7 846 106.5 1049 1320 836 95.8 1049 125,5 828 79.9 1049 119.3 820 68.5 11 Be In t66.8 955 170,0 789 139.0 `955 151.3 804 966 133.7 788 104.2 956 121.4 775 92.6 955 112-8 765 83A 955 106.4 757 60.5 955 09.8 749 69.6 9 ®j 721n 128.6 803 134.9 697 107.0 t03 114,9 662 803 101.1 670 90.3 803 91.2 669 71.4 803 83.9 649 642 803 78.6 642 53.5 803 72.2 632 45.9 8 76in 109.2 721 114.1 629 91.0 721 97.0 616 721 06.1 S05 68.3 721 76.5 695 60.7 721 70.i $86 54.6 721 654 579 45.6 721 59.4 569 $9.0 7 781n 10t.0 6&4 t05.4 599 44.2 684 89.4 $61 684 78.4 576 63.1 664 70.4 567 66.1 684 64.4 558 50.5 B84 59.9 551 42i 684 54.1 541 36.1 E so 85.8 514 87.9 458 U. 514 57.9 448 614 50,0 440 41.1 5t4 44.8 433 36 5 5td 40,5 427 32.8 614 37.3 42i 27.4 514 33.0 412 23,5 5 96In 54.2 452 05.7 404 45.2 452 47.0 396 452 40.9 390 33.9 432 38,4 384 30.1 452 32.9 316 27A 452 30,3 373 22.6 452 26.6 305 19.4 4 1o81n 3&1 357 38,9 322 31,7 357 32.7 317 357 26A 312 23,8 367 26.2 308 E21.1357 22,7 303 19.0 357 20.8 299 15.9 357 18.0 292 13.6 2 1111n 35,1 338 35.8 306 28.2 336 30.1 301 338 26,1 206 21.9 $38 23,1 292 338 2o,8 288 17,6 33a 19.0 284 14A 338 16.5 278 12,5 2 t20 in 27.7 289 28,2 263 231 289 23.7 269 19,8 289 20.6 258 17.3 289 18.1 252 15.4 289 16.3 249 13,9 289 14.9 246 11.6 299 12.8 240 9.9 2 TABLE 5B AnchavCapa Tableijl4s Substrate: 2 7ie Cone refe 3.5k conc. Hollow CMt/ Filled CI41U FT Wood 16"Qcp 1/4"SS Elco 5116"FAt o 1/4"SS Eito 010 Sled #12 Steel 41 AnchoT Clip Pattettls Anchor type 3/16'EltoUitracon 1!4"FJtoUfttatOn Ultraton 3+`16"ElcaUllracon 114 EicoUlirdton AggreGator Ultraenn A99MUor StreW(G5) StMV(00 Sti Edge Distance(In): 1" 2-1/2' 1" 2-1/2" 3-1/e" 1" 1 21/2" 1" 2112, 21 316, 2' 0.48" 0.54, 1 Embedment n: 1-a/4" I-W, 014" 1.3/4" 2" 1-1/4" 1 144" 1-114'2 1-1/4" 1-114' 11/4' 2' 1-38" 1 w Anchors @ 4.75"Min.O.G_I Standard or Ofiset Clip(Fig.1): 390 lbs 39010s 450 Ibs 890 Iii 16"lbs 00 Ibs 2W lb0 354 Ibs 740lbs 374 lbs 684 lbs 946116i 941 Ibs 442lbs 4 Anthors @ 1.15"Min.O.C.I StanWW tar C3i1se1)CIIp(Flg 2} 480 Ms 700 Its NIA NIA h1/A NIA M ft NIA NIA NIA NIA WA 682111s a%-The 1 4Am hors @ 3"Min.O_C./(2)2X5 Angle Clips/(Fig.ly 780 lbs 780 Ids M lbs 160 lbs 18%Ibs 640lbs am ft NIA 760 lbs 746 lbs 880 Itit 1802 Its 662IDS W lbs 1 3Anchom @ 0.45"Min,0,0.I U-Clip,info_125"Alum(fig.d): NIA NIA N/A NIA N/A NIA NIA NIA NIA N/A 141A NIA NA NIA 1 1 Anchor/FFCIip(Fig,4. 195 lbs 1951bs 2261bs 145 lbs =lbs 136Ibs 140 Ibs 1771bs 370Ib9 187 lbs 3321bs 473 lbs 1701bs 221 lbs 2 2 Anchors p 1.161 Min.Q,CJ F-C9p(19I ST 24Q Ibs 350 lbs NIA NIA NIA N/A 1 100 Ibs NIA NIA NIA NIA NIA 3.1 tbs 442Ihs NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGUREA:- FIGURE-2: TABLE NOTES:- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A Mullion Capacity Table(lbefte) Opening Width(for vertically-spanning mullions)or Opening Height(far horizontally-spanning mullions) 50 in 60 In 70 in 80 In 90 In 100 in 120 In Rectangular Trep/Triang, Rectangular TraplTdang. Rectangular Trapl7Fiang. Reatangular Trap/Tdang. Rectangular TrapllWang. Rectangular TrapiMang, Rectangular Trap/Triang. Raotangu I X 4R.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading AlunL Tub I u m m m ti ev m m m �°. Mullion n• i �° )`i o a a n i n� a `v° try �L' 2-- 'J G 2G,p L 7 Q0. �aG CR TG 4ILa �IL 3Ltr Qa4- 42 in 1 170.13 1 620 1 170.0 4$6 17o,0 744 17o.0 478 170.0 868 170.0 506 170.0 992 170,0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 145.6 11 48 in 170.0 708 170.0 1 524 170.0 850 170.0 564 170.0 992 170.01 630 170.0 1133 170.0 661 170.0r1236 170.0 677 156.3 1303 -1-10.0 680 130.3 1303 170.0 680 111.7 1= 50.625 in 1-10.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 766 100A 14 64In 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 17M 764 164.4 1158 170.0 803 1372 170.0 837 123.6 1158 170.0 856 102.9 ii58 170.0 861 88.2 11 60In 110.0 Miry 170,0 701 166.7 1042 170.0 797 142,9 1042 161.1 632 125.i 1042 146.7 815 1112 13" 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1t 83In 170.0 930 170.0 745 151.2 992 163.E 818 129.6 992 144.4 799 113.4 992 131,0 752 100.8 121.4 766 90.7 992 114,8 758 Me 992 108.4 745 64.8 9 661n 165-41 947 170.0 789 137,8 947 14610 766 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 1022 727 68,9 947 95.1 713 59.t 9 72 in 135.9 849 142.7 737 113.2 049 121.6 722 97.0 1349 106.9 708 KID 849 $6.4 SM 76.6 649 88.7 686 67.9 849. 82.7 676 66,6 049' 75.3 659 48.6 8 761n 116.6 762 120.7 666 96.3 762 102.6 662 SZ.9 762 90.0 e40 72,2 762 80.9 629 64.2 762 74.2 620 67.8 762 69.2 613 W 762 62.8 602 41.3 7 2 781n 106.9 724 111.4 634 89.0 724 94,6 621 76,3 724 82.0 609 68.8 724 74.4 599 59.4 724 MI 591 53.4 1 724 63.4 583 44.6 724 67.3 673 38.2 7 90 in 69.6 643 71,8 483 68.0 643 60,7 474 49.T 543 52,9 466 43.5 543 47.1 468 38,6 643 42.8 462 34,6 643 39,6 448 29.0 643 34.9 436 24.8 5 96In $7.3 476 58.9 427 47.6 478 49.7 419 40.9 478 43.2 412 35.0 478 36.5 406 31.8 478 $4.8 400 28,7 478 32.0 395 23.9 478 28.1 308 20,5 4 1081n 40.3 377 41A $41 33.6 377 34.6 335 26.8 377 30.0 330 252 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16,8 377 19.0 310 14A 3 III In $7.1 367 37,8 323 30,9 357 3118 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 120in 29.3 308 1 29.8 279 24.6 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 287 IRS 306 17.3 283 144 in 17.0 212 1 17.2 196 TABLE 6B Anchor Ca ltv Table Ills Substrate: 2.7k Concrete 3.5k Cone. Haliaw CMU Filled CMU PT Wood 1 Anchor ^ 5116"Elco 114"SS Elco 5110"Elco 1W SS Eloo #10 Steel #12 Steel #1 Anchor Clip Pattel'Rs Type: 3/16 Eloo UBracon 114"Eico Ultracon Ultracon 3/18"Elco UlVacon 1!4"Eiaa Ultracon AggraGator Ultrecon AgareGator Screw(M) Screw(Q6) Sc; Edge DlsteRoe Gnr 1" 2.112' 1" 2-1/2" 3-1/6" 1" 2-1W 1" 2-1/2" 2" 3.1/8' 2" 0,49" 0.54" Embedment(Inr 1-3/4" 1-314" 1-314" 1-3/4" 2" 1-114, 1-114" 1414" 1-114" 1-114" 1-114' 2" 1-3/8" I-W. 2 Anchors @ 4.75'Min,O.C./Standard or Offset Clip(Fig.i&2r 390 Ibs 390 We 4501ba 890 Ibs 16A41bs 2701bs 280 ibs 354 Ibs 740 Ibs 374 Ibs 6641bs 9461bs 341 Iba 4421bs 5 4 Anahors @ 226'Mln.O.C.]Standard(or Offset)Clip(Fig.3): 700 be 700 lbs 560 Its 1410 Ibs 952 Ibs N/A 560 ibe NIA 630 the NiA 880 Ibs NIA 682 lbs M85 Ibs 1' 9 Anchors @ 1.16'Min,O,C./Standard(orOfTset)Clip(Fig.4): 960 Ibs 1400 Ibs N/A NIA NIA NIA 760Its NIA N/A N/A NIA WA 1363lbs 1770Ibs 2, 4 Anchors @ 3"Min.O,C.1(2)20 Angle Clips I(Fig.5): 780 lbs 780 Ibs 680 the 1500 We 18961be 5401be 660 We NIA 760 lbs 748 lbs 880 lbs 1892 lbs 662 lbs 885 be 1' 6 Anchors @ 3"Min.O.C./(2)20 Angle Clips/(Fig.6):1 11701bs 1170 the 1Q20 lbs 2340 lbs 2844 the 810 Ibs 840 Ibs NiA 1140 Its 1122 Ibs 1320 Ibs 2838 Ibs 1022 Ibs 1327 Ibs 11 4 Anchors @ 0.45"Min.O.C.I U-Clip,Into,126"Alum.(Fig.7): NiA N/A NIA NiA WA N/A NIA NIA NIA NIA N/A N/A NIA N/A 1, 2 Anchors @ 2M"Min.O.C./F-Clip(Flo.8): 350lbs 350 Ibs 290 the 705 Ibs 476 Iba NIA 280 the NIA 315lip NIA "0 Ibs N/A 341 Ibs 442lbs 5 4Anchors @ 1.15"Mrn.O.C./F-Cllp(Ftg.9): 480lbs 700 the NIA NiA N/A NIA 380 the N/A N/A N/A NiA N/A 682 Ibs 8851bs f _NOTE_1 QR i HE OFFSET CL1P_,USE l HE SAME ANCHOR PATTERN AND ANCHQR VALUES AS THE-STANDARD CLIP.---- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: _ FIGURE 8: FIGURE 9: 4 N cr-l=GNr-r-.t.I cna IM.gTRI 1r.Ttnmq nr i I f-,INr.TNt=TARI FR ANn SNt=FT qr F[zR lip TABLE 7A MuiGon Capacity Table(lbse) Opening Width(for vertically-spanning mulliions)or0pening Height(for horizontafly-spanning mullions) 50 In 60 in 70 In 80 in 9D In 100 In 120 In 1 x 4 x.375 Rectangulat Ttap/Tdang. Rectangular Trap/Triang. Rectangular Tmp/Triang. Rectangular TrapiTdang. Rectangular rap nano, Rectangular Trap/Trlang. Rectangular Trapffdang. Reetart Loadmg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loads Alum.Tube ca rod.. u ca �Mullion 0. aCL m nm a S G _ � y t 09 F ,6• •� Er �� @ c � RCS. 8� o,yn Cv, W 1� e' c �� o� aC� .2O -- SSS J] L d a C5v, �y C Y1 7 0� •a Q 11' G Q G Q �G' Q Td �2_ - �CG QO.' 42 in 170.0 620 1 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 1-10.0 rl24OT170.0 521 170.0 1488 170.0 621 170.0 481n 170.0 708 170.0 024 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 50,6251n 170.9 747 170.0 583 170.0 696 170.0 631 170.0 1046 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170,0 179E 170.0 756 168.0 541n 170.0 797 170.0 $12 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 1�0.0 850 159.9 1799 170A 861 137.1 601n 170.0 885 170.0 701 170.0 1063 170.0 797 1 170.01 1240 1 170.0 878 170.0 1417 170.01 944 0170.0 1594 1 170,0 996 155.5 1619 170.0 1033 129.6 1619 170.0 10631 111.0 531n 170.0 930 1 170.01 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1016 186.7 1542 170.0 1076 M1.0 1542 170.0 1122 117.5 1642 168.5 1158 100.7 661n 170.0 974 170.0 709 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170,0 1086 142.8 1472 165.8 1146 128.5 1472 158.8 1130 107.1 1472 147.8 1100 91.8 72In 170.D 1063 170.0 878 170.0 1275 170.0 1009. ISMS 1320 -166.2 1101 132-0 1320 149.9 1082 117.3 1320 137.8 1066 106.6 1320 128.6 1049 88.0 1320 117.0 1024 75,4 0 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 1122 1184 125.7 978 99.7 1184 115.3 964 $9.8 1184 107,5 952 74.8 1184 97.6 936 "1 76In 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.6 947 103.81 1124 115.E 931 92.3 1124 105.8 916 83.0 1124 98.5 908 1 692 1124 89.0 890 59.3 90in 100.1 844 111,61 750 90.1 844 94.3 736 77.2 844 82.1 724 67.0 $44 73.3 1 712 60.1 844 66.5 702 64.0 644 51.4 693 45.0 844 54.2 678 38.6 96In 89,1 742 91.5 663 74.2 742 77.2 662 63A 742 67.2 641 56.7 742 MS 631 49.6 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 1081n 62.6 586 63.9 530 62.1 586 63.8 621 44.7 586 46.6 513 39.1 586 M.4 606 34.8 1 586 37.3 498 31.3 68e 34.2 492 26.1 586 29.6 481 22.3 i11 In 57.6 655 $8.8 503 48.0 555 49.5 495 412 555 42 9 487 36.0 555 36.0 480 32.0 656 34.2 473 26.6 565 31.0 467 24.0 S% 27.1 457 20.6 1201n 45.6 475 46.4 433 38.0 476 39.0 426 32.6 475 33.7 420 28.5 475 29.8 414 26.3 475 26.6 409 228 475 24.5 404 19.0 475 2i.1 395 16.3 1441n 26.4 330 26.7 305 22.0 330 22.4 301 18.9 33p 19.3 297 16.6 330 17.0 293 TABLE 7B Anchor Cap Ity Table Ibs Substrate; 2.7k Concrete 3.5k Cana. Hallow CMU Filled CMLt PT Wood Anchor Type: 3116"Eloo Ultr.= 1/4 Elm Ultww 5/16"Elco 3/16"Elco Ultracon 114"Eicc Ultramn 114"SS Elco 5/16"Elce 114"SS Elco #10 Steel 412 Steel Al Anchor clip Patterns Ultracon AggreGator Ultracon AggreGator Screw(GS) Screw(G5) Sor Edge Distance(In): 1" 2-112" 1" 1 2-1/2" 3.1/6" 1" 2-1/2" 1" 2-112" 2" 3-1/8" 2" 0AW 0.64" Embedment(in): I-3W 1-3/4" 1-3/4" 1-314" 2" 14/4" 1-1/0 1-1/4" 1-114" 1.114" 1-1/4" 2" 1-31W 1-318" 2 Anchors @ 4.75'Min.O.C./Standard or Offset Clip(Fig.1r3<2$ 390 Ibs 3901bs 460 Ibs 890 Ibs 1644!ba 270 Ibs 280!bs 354 Ibs 740 Ibs 37416s 864 Ibs 946 Ibs MI Ibs 442 lbs 5 4 Anchors LID 2.25'Min.O.C.I Standard(or Offset)Clip{Fig.3r 700 Ibs 700 Ibs 580 Ibs 1410 Ibs 962 lbs N/A 560 lbs NIA 630 Ibs WA 080 Ibs N/A 682 Ibs 605 Ibs 1- 8Anchors @ 1.15"Min.0,0.1 Standard(orOlfset)Clip(Fig.4� 9601bs 1400 Ibs NIA N/A N/A NIA 760 lbs NIA NIA N/A N/A NIA 13631bs 1770 lbs 2: 4 Anchors®3"Min.O.C./(2)2x5 Angle Clips/(Fig.5r 780 Ibs 780 Ibs 680 Ids 1560 Ibs lase Ibs W Ibs 560 Ibs NIA 760 Ibs 748 lbs 880 Ibs 1892 ibs 682 Iba 886 Ibs t 6 Anchors @ 3"Min,O.C./(2)20 Angle Clips I(Fig.6): 1170 Ibs 1170 lbs 1020)be 2340 Ibs 2844 Ibs 610 Ibs 840 Ibs NIA 1140 Ibs 1122 Ibs 1320 lbs 2838 Ibs 1022 Iba 1327 Ibs 11 4 Anchors @ 0.45"Min.O.C,/U-Clip,into.125"Alum.(Fig.7r WA WA N/A N/A NIA NIA N/A N/A N/A N/A NIA N/A NIA NIA 1, -- - - - 2 Anchors h@-2:25"Min.O,C./F-Clip(Fig.8): -350lbs 350 Ibs- 290 Ibs 705 fhs 478[be NIA 280 Ibs N/A 316 Is N/A 440 Ibs N/A 341 Ibs 442 Ibs 6 4 Anchors @ 1.15"Min.Q,C./F-Clip(Fig,9): 4801be 70D Ibs N/A I WA I NIA NIA 380 The N/A NIA N/A NIA WA 682 Ibs 885 ibs 1' NOTE:FOR THE OF ET CLIP-USE THE-SAME ANCHOR-PATTERN AND ANCHOR-VALUES AS-THE STANDARD CLIP. -- ------- ---- TABLE NOTES: crcr Firs IRF 9• Fi(,l IR1 FIGURE 4: FIGURE e: FIGURE 9: 1)_SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR iNF( TABLE 8A Mullion Capacity Table(lbslfe] Opening Width(forveriica*spanning mullions)or Opening Height(far hodzorltal"pannvng mullions) 60 in 60 in 70 In 80 in 90 In 1001n 120 In 1,25"X Rectangular Trapfrdang. Rectangular. Trap/Triang. Rectangular TiapITdang. Rectangular TYap/Tdang. Rectangular napffrlang. Reuan9ular FraplFdang. Rectanguiar iYapiTdang. Rectan Loading Loading Loading Loading Loading Loading Loading Loading Loadbmg Loading Loading Loading Loading Loading Load 3,188"s .266"Alum .. ., ., .. a. o U ., R A �, Tube Mull - a fl b i c � �°� a � a� a- � a� �� `a" � �� a 8 $ - O O O�+ O O O O 5 O 3.Ci e! .NC M �Ir It- 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1486 170.0 621 170.0 481n 170.0 706 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170M 680 1 154.8 1548 170.0 680 132.7 5D.825in 170.0 747 170.0 563 170.0 age 170.0 631 170.0 i046 170.0 684 170.D 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 64 in 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 886 122.3 1376 170.0 861 104.8 60 in 170.0 685 170.D 701 170.0 1D63 170.0 797 158.9 1155 170.0 878 139.0. 1158 167.4 930 123.6 1158 156.8 919 1111.2 1153 150.0 912 92.7 1158 144.8 905 79.4 631n 170.0 930 1170.01 745 '160.1 1051 170.0 850 137.2 1051 155.9 062 120.11 1061 142.0 848 1 106.71 1051 1 132.3 837 1 96.1 1 1051 125.7 830 80.1 1 1051 1 119.5 822 NA 661n 167.1 957 170.0 1 789 139.3 967 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112,8 767 83.6 967 106.6 759 69.6 957 100.0 750 69.7 m 72in 128.7 804 135,2 698 107,3 604 116.2 684 91.9 604 101.3 671 80.4 804 91.4 660 71.5 804 84A 650 04.4 604 78.8 643 1 83.8 804 72,3 633 46.0 t 761n 109.4 722 114.4 630 912 722 972 618 78.2 722 86.3 606 68.4 722 76.7 596 60.8 722 70.3 US 64.7 722 65.5 580 46.6 722 59.5 570 39.1 g 78In 101.2 685 105.6 600 84.4 1 685 89.8 588 7Z.3 685 78.6 577 63.3 685 70.5 566 66.2 685 04.5 560 60.6 685 60.1 553 422 685 64.3 643 35.2 90in 65.9 615 68.0 467 54.9 615 57.5 449 47.1 515 50.1 441 41.2 616 44.7 434 36.6 515 40.8 428 33.0 616 37.4 422 27.5 515 33.1 413 23.5 961n 64.3 453 55.8 404 45.3 463 47.1 $97 38,8 453 41.0 391 33.9 453 36A 386 30.2 453 33.0 379 27.2 453 1 30.4 374 22,6 453 26.6 $66 19.4 1081n 38.1 358 39.0 $23 31.8 356 32.8 318 27.2 358 28.4 31$ 23.8 358 25.2 306 21.2 358 22.7 304 ISA 366 20.8 300 15.9 358 18,0 293 Ill In 35.1 338 35.8 306 29.3 338 30.1 301 26.1 338 26.1 297 22.0 336 23.2 293 19.6 338 20.9 289 17.6 338 19.1 285 1201n 27.8 290 28.3 264 23.2 290 28.8 260 19.0 290 20.6 1 266 17.4 290 18.2 263 16.4 290 16.4 249 1441n 16.1 201 15.3 186 TABLE 8B AnchorCapecity Table Ibs) Substrata: 27KCancrde 3.6KCont. Hallow CMU FitedCMU FTwwd 5116'Elco 114"SS Eleo 6i16"Elco 1/41 SS Eko #10 Sleet M25teel #1 Anchor FYP�= 3r16^EleotJtttaeon t14"Elco Oman3/16'EleoUlEraeon 1/4"EICOUIt+dCan AnchorCilp Pattarlls ultmeon AggreGator Ullracon AggreGator screw(G5) SCwk(GS) Sc Edge Distance pox 1° 2-112' i" 2-1/2, 3.1/9" 1" 2-112" 9" 21/2' 21 3-1/8" 21 0.48" 0.54" 1 Embeftent n: 1-t4" 1-sw 1-/4" 2" 1-114" 1-114" 1-114" 1-114" 1-114" 1-1/4 z' 1-3I8" 1-w 2Anchots @ 476'Min.O.G./Standard or Onset Clip(t 1): 390 lbS 290 Its 450 lbs 090 lbs 1644 Ibs 270lbs 280Ibs 354 Ibs 740 lbs 374 lbs 664 Its 046 ft 341 lbs 442lbs 4 Anchors @ 1.16"Mln.O.C_/S€andaid(or Offset)Clip(Fig.4- 4801bs 700 lbs NIA NIA NIA NIA 380 lbs NIA WA NIA WA WA 682Ite 685 fly 1 4 AMM(S aQ 3"MIA,O.G_1(2)20 Attgie Clips/(Ftg.3): 780 lbs 780 Ibs am IN 1960 lbs 1896103 540 lbs 580lbs NfA 7901ts 7481bs 880 lbs 18921b3 682 IDS 885 lbs t 4 Anchor Q 0.45"Min.O.C./U-CBp,Into.126'Alurn.(Fig 4)_ N1A NIA NIA NIA NIA N/A WA NIA N/A N/A WA NIA NIA NfA i 1 Anchor t F-Clip(Fig.5k 195 Its 195 lbs 225 lbs 445 the. 822 Ili 135lbs 1401bs 17710S 370lbs 187 lbs 382 lbs 4731bs 170Ibs 221 ite I 2 Anchors @ 1.1&Min,O.0 I F-CII Fig 6YJ 240 lbs 350 Ibs N/A NIA NIA N/A 190 The NIA NIA N/A N/A NIA 341 Ibs 442 lbs ; _ _NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. - FIGURE 1; FIGURE-2: TABLE NOTES: ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE.TABLES AND SHEET 25 FOR IN! ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 9A Mullion Capacity►Table(lbslfe) opening Width(far verticaity-spanning mullions)oropening Height(forhorizontaiiy-spanning mullions) 50 In 60 in 70 in 8o In 90 in Ica in 1201n 140 in 1.26 x 3.25 Rectangular TraplTtlang, Rectangular Trap/Tdang. Rectangular Trap/Tdang. Reotangular Trap/Trleng. Rectangular TrapfTdang, Rectangular Tmpffrlang. Rectangular Trap(]Yiang. Rectangular l Loading Loading Loading Loading Loeding Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.100 Alum.Tube 1? r�, s P P P Z� _ � Matron {q j{��j��_ �q ��p �p j[��Q�j+ f�Q rl�Q�l }"��q �7 }gyp � Q }sQ }Q 11 fS��jj pi p G V U G c G 1.1 V V 4 tJ flk 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 605 170.0 992 170,0 519 170 0 1116 i7D.0 531 163.9 1118 170.0 521 127,T 1118 17D,0 b21 109.5 111a 1' qB in 170.0 708 170.0 524 170.0 850 170.0 6s4 167,6 97s 170.0 63D 146.7 978 170.0 061 130.4 97B 170.0 STT 117.3 978 17110 e80 07.8 978 170,0 680 03.8 978 1' 50.620In 170.0 747 170.0 563 170.0 890 170.0 631 MO.? 927 170,0 684 131.9 927 106.5 708 117.2 927 150.1 699 105.6 927 156.3 69B 87.9 927 156.3 696 78.4 927 11 641n $70.0 797 170.0 612 164.5 889 1-10.0 681 132.E 889 163.9 SB3 116.9 B69 141,8 889 103.0 669 134.0 600 92.7 869 129.E 654 17.3 669 126,8 962 66.2 869 1; so In 143.2 746 153.8 634 119.4 746 1323 620 i02.3 146 117.8 005 89.6 746 107.8 599 70.6 746 101.0 592 71.6 746 06.6 587 69.7 746 93.3 893 51.2 748 £ 63In 123.7 •677 132.0 679 103.1 677 1113.2 668 88,4 877 100.4 655 17.3 677 81A 646 08.7 677 85.2 889 61.9 677 81.0 634 51.6 677 77.0 599 44.2 977 7 661n 107.6 617 114.1 530 89.7 617 97.6 519 76.9 st7 88.3 600 67.3 817 78.3 500 59.8 617 72.6 494 63,8 617 68.7 489 44.8 617 64A 483 38.4 617 E 't 72In 82.8 51a 87.1 480 89,7 518 74.2 440 69,2 518 85.2 432 51.6 51e 58.8d280 46.1 518 54.2 419 41.4 61B 80.7 414 34.5 518 48.6 408 29.6 518 4 1 lB in 70.6 465 73.7 406 68;7 465 62.8 398 50,3 465 .54.9 '390 44.1 466 48.4 39.2 465 45.3 378 36,2 486 42.2 374 29.4 466 3e.3 387 25,2 485 ; lain 65.2 441 66,0 387 64,3 441 67.7 379 48.6 441 50.e 372 40.8 441 45.4 36.2 441 41.8 364 32.6 441 36.7 368 272 441 34.9 349 23.3 441 901n 42.4 332 43.8 295 MA 332 37.0 289 30.3 332 32,3 284 28.5 332 28,8 23.6 332 26.1 276 21,2 332 24.1 272 17,7 332 21.3 266 18.2 332 1 96 In 35.0 291 35.9 280 20,1 291 30.3 268 25.0 191 28,4 262 21.0 291 23.5 19.4 291 21.3 244 17.5 291 19.5 241 14.6 291 17.1 236 12.6 291 1 108In 24.6 230 25.1 208 20.6 230 21.1 206 17.3 230 18.3 201 16A 230 10.2 198 11i In 23.8 218 23,1 197 18.9 218 19,Q 184 16.a 218 18,8 191 14,1 21a td.9 1ae 120In 17.9 187 18,2 170 14.9 187 15.3 167 _H TABLE 98 Anchor Capacity Table(lbs) Substrate: 2.7k Conorete 3.5%Cane. Hollow CMU Filled CMU PT Wcod I 5116,1200 114"88 Eloo 5/15"Eloo 114"SS Eloo 910 Steel #12 Steel 91 Anohor7ype: 3/1S"Eloo Ultmcan tl4"Ebo Ulhaoon 3/18"Elco Ultiaoon 1/4"Eloo Ullraoon Anchor Cllp Patterns Uitraocn A9graGator UlUaoon AggreOetor Screw(G5) Screw(G5) Sol Edge plstanoe(In): 1" 2-1/2" P' 2-112" 3-118" 1" 2-1/2" 1" 1 2-1/2" 2° 3-118" 2" 0.48" 0.54" Embedment(in): 1.314" 1-9/4" 1-3/4" 1-314" 2" 1-1/4" 1-114" 1-111v, 1.114" 1-114" IA/4" 2" 1.318" 1.018" 2 Anchors Q 4.75"Min.O.C./standard or Offset Clip(Fig.1$1 390 lbs 300 Ibs 460 lbs 890 lba ISO Ibs 270IN 28016s 3541bs 740 Ibs 374 Ibs 864 Ibe 946 lbs 341 lbs 442 Ibs 5 4 Anchors @ I.15"Min,0.0.1 Standard(or Offset)Clip(Fig.2X 480 lbs 70D Ibs NIA N/A NIA NIA 3601bs NIA N/A NIA NIA NIA 682 Ibs 085lbs T 4 Anchors(dl 3"Min.0,C.1(2)2x5 Angle Clips I(Fig.3X 7BO Ibs 780 Ibs SB01bs 1660 fba 1890 lbs 640Ibe 6601bs NIA 760 Ihs 748 lbs S80 Ibs 1892 the 882 Ibs 885lbs I 3 Anohors®0.64"Min.Ox,/U-Clip,Into.100"Alum.(Fig.4): N/A NIA NIA NIA NIA NIA NIA WA N/A NIA NIA NIA NIA N/A 9 1 Anchor/F Cllp(Fig.5x 195 lbs 195 Ibs 225]be 445 Ibs 822 IN 135 lbs 140 Ibs 177 lbs 370 Ibs 187 lbs $32 Ibs 473 Ills 170 Ibs 221 Ibs 2 2 Anchors 0 1,15"Min.O.C./F-Clip(Fig.OX 240 lbs 350 Ibs NIA N1A NIA NIA IOD Ibs NIA NIA NIA NIA NIA 341 tbs 442lbs 5 TABLE NOTES: ----- - FIGURE 1: FIGURE-2; ------ ----------- ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORM ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 11A Mullion CapacW Table(Ibslfe) Opening Wrd16t(R1r vedically-spanning mtlftions)orOpening Height(tor horizordally-sperWIV mullions) 50 in 60 in TO in 80 In 90 in Ina In 120 in 140 in x 3 g¢ Rectangular Trap/Triang_ Rectangular Traplfciang. Rectangular TrapTria19• Rectangular TraplTriang, Rectangular Trap7r►iang. Rectangular Traplfrisng. Rectangular Ttap/friang. Rectangular 1.25 Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading * x3 .624 Alum.Tube a o '3 `o v.-� v '3 'i 'o T+ v v v u o '6 v o v v u W m m N W @ N m m�Ny mp, m N m UP m @ m m N @ m H m m w W m N @ m N @ m N pl p Mullion m l9G m 2.G W N G A c dG IO W� a �� A a 0 G w tl a C iO @ m W 4 m m W W m m @ G m iG m m r m m G N m m m U V V U n U U U U •o U U-p U U v U U a U v U U-q U U-m �„1 V v U U v U U-g U U p V U•o (, 'e g' e N t L e °1 c,�•� 01 c�. L_° c L e £r c 5�, 'J° a r� A e L e o. o` .g. o ._o'' o` a $ a' o a'C v•r'�s o'C s•7 o a _•� S • y c o o a N u m V c _ w o N u = y o s N - U 57' Y C �p o tf W u v' u o• 5 N u o• 20a ASa � dtx � c �� � � o err ¢rr 421n 174.0 620 17D.0 436 170-0 744 170.0 478 170.0 860 170.0 506 170.0 992 170.0 619 170_D 1116 170.0 621 170.0 12$0 170-0 521 170.0 1488 170.0 62S 170.0 1735 1 40In 170.0 708 570.0 624 170-0 660 170.0 684 170-0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 680 170.0 1983 1 50.625in 170.0 7d7 170,a 583 179.0 896 170.0 631 170-0 1046 170.0 624 170.0 1195 t70.0 723 170.0 1346 170.0 74T 170.0 1494 170.0 T56 179.0 1793 170.0 756 170.0 2092 1 54in 170.0 797 170.0 612 170-0 964 170.0 691 170.0 1116 170.0 754 170.0 i275 170.0 803 1T0.0 1434 170.0 837 170,0 1694 170.0 856 170.0 1913 178.0 861 170.0 2231 1 60in 170.0 885 170.0 701 170.0 7063 170.0 797 170.0 1240 170_Q 078 170.0 1417 170-0 944 170.0 159d tT0.4 898 1TO.q 1771 1T0.0 1033 170.0 2125 170,0 1063 1A8.3 2163 1 63in 170.0 930 170.0 746 170.0 1116 170.0 060 170.0 1302 170.0 94a 170-0 1488 170.0 10,16 170.0 1673 170.0 •1076 170.0 1069 170_Q 1122 158•_9 2060 170.0 1469 134.5 2060 1 66 in 170.0 974 170.0 789 170,D 1169 170.0 303 176.0 1384 170.0 1002 170.0 1650 170.0 10,06 170,0 1753 170.0 1165 170-0 1940 170.0 1210 143.0 1966 1711.0 1275 1226 1956 i c � 721n 170.0 1063 170.0 278 170:0 1275 170.D 5009 170.0 1488 170.0 1126 170.0 1700 170_0 1228 754.1 5734 170.0 t315 138.7 1734 169,8 7306 115.E 1734 165,9 1364 99.1 1734 1 o_ 761n 170.0 1122 170.0 $37 170.9 1346 170.0 708D 160.5 1556 170.0 1209 147A 1666 165.2 ME 131-1 1656 16i_5 1266 117.9 1556 141.3 1251 '90.3 4656 128.3 1229 04.2 1666 1 78in 170.0 1151 170.0 967 1T0.0 1381 170.0 1116 156.9 1477 569.9 1246 139.4 1477 152.0 1224 121.2 1477 139.1 1208 109.1 1477 129.5 1i91 90.9 1477 116.8 1169 77,9 1477 1 40 in iQ20 1110 146.5 986 17�4 1110 123,9 969 101.5 i110 107.9 961 8e_e 1110 86 3 936 70.9 1110 87.5 922 71.0 1110 80.7 9S0 582 1110 71.3 091 50.7 1110 E gain 117.0 975 120.3 872 97.6 975 101.5 956 83.6 975 88.3 842 73.2 976 78.6 829 66.0 975 712 017 50.5 975 65.4 007 40.8 975 57.4 769 411 975 1 i00 in 822 771 84.0 696 so's 771 70.7 686 68.7 771 61.3 674 61.4 771 54.3 664 46.7 T71 49.0 US 41.1 771 44.9 647 34.3 771 38.9 632 29.d 771 Min 76-7 730 77.3 661 63.1 730 65.0 850 64.1 730 66.3 640 47.3 730 49-5 631 42.1 730 45.0 $22 37.9 730 41.1 614 31.6 730 35.6 600 27.0 730 12Din 59.9 624 61.0 669 49.0 624 1 51.2 660 42.9 1 624 44.3 6fi2 37 5 624 39.2 6A4 33.3 624 35,3 537 30.0 62A 32.2 531 25.0 624 27.7 b19 2S.d 624 1441n 34.7 433 35.1 400 28.9 433 29.4 395 29.8 433 25.4 990 21.7 A33 224 385 193 433 20,0 381 17.3 433 782 37S TABLE 11 B AnchorCapscity Table(Ibs) Substrate 2.7k Concrete 3.5k Conc. -- Holow cams Filled CMU PT obd vie,Elco 114"SS EICo 5I16'Etc 1/4"SS Dco 010 Steel 012Stoal # Anctw Type; Me'Elco Ullracon 114"Elca Ultracon 3116"MO Ultmon IW Etc Ullman Anchor Clip Panama Uftracon AggreGalor Uitraeon AggteG^atOr screw(G5)Screw(G5) Sc Edge Distance ft 1' 2-1/2, 1" ' 1 2-112, 91I6" 1" 2.1121 1" 2-1/2" 2', 3-1/6" 2' GAB' 0_64" Embedment 0n: 1-2/4" 1-W4" 134, 1.3I4" 2" 1-1m, 1-11 r 1-1/4" 11/4" 1-1/4" 1-114" 2" 1418" tire" 2 Anehom @ 4.76'Mitt C_C.1 S%rd8M cd VISO Cllp(tlg.1$ 20[Ds 1 390 Ibs 450 Ibs 890 Ibs 16Mt ibs 270lbs 260 Its 3541bs 740 Ibs 374 Ibs 664 Ibs 946 Ibs 341 lbs 442 lbs 1 4 Anchors Qn 1.14"Min.0-0.13tandard(Cr Oilset)Cllp(Fig.4. 480 Its 700 Ibs N/A NIA NIA NIA 380 Its NIA NIA NIA NIA NIA M21bs 886 Its 1 4Anchors aQ 3"Min_O_C.I p 2x&ArrgleC"J(199.3j 7801bs 7601bs 6880 Ibs 1560 its IM Ibs 540lbs 560 ms NIA 76D lbs 748 Ibs ada lbs 1892 2x 882lbs 665 lbs 1 4Ambors p 0,54"Min.Q.C./U-alp,Into.100"Alum.(Fig_4} NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA WA N/A NIA 1 1 AM toT I F C0p(Fig.5y 1951DS 195 Ibe 225lbs 445 lbs 8221159 135 Ms I 401b9 177 Ins 370lbs 107 lbs 332 lbs 473 lbs 170 Ibs 221 Ibs I 2Anchors @ 1.10"Mtn,O.C./F-Clip Og.q 240 Ms 350lbs NIA N/A N/A NIA I 190 lbs NIA NIA I NIA NIA N/A 341 Ibs 4421bs - FIGURE-1: FIGURE-2: - -- - --- -------------- --- -- -- --------- - ------ TABLE NOTES: ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IN ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 10A Mullion Capacity Tabfe Pee) Opening Width(forvedicall"panning mullions)or opening Height(for horizontally-spanning mullions) 60 in 60 in 70 In 80 in 9$in 100 in 1201n 140 in 1.2fi X 32fi Rectangular TrapMriong. Rectangular Traplrriang. Rectangular TraprTriang, Rectangular Trap/riiang_ Rectangular TraplTriang. Rectangular TrapfTriang, Rectangular Traprildang. Rectangular l Loading Leading Leading Loading Loading Loading Loading Landing Loading Loading Loading Loading Loading Loading Loading x.624 A � � }+ Yt170-0 Alum.'7ube n _ �a 07 a Wr. � a� � Y U � � �7 V Y u �.N @ N @ p N @ N {p @ N W @ @ @ N m N W N@ {" W W m W W W @ W p,Mullion 0. a 6 4 1 fl 0. a @ p{� O.O 6 a 6 Siq p 1p i WW W W N @ -' W @"-' W W G N W G GU y U U v U U-o U U U U n U U 'cU v Si U U U� U U N �' o .. m a ` L,py d`r ' d` .A&_d`_a _JG 42in 170.0 024 170.0 435 170.0 744 170.0 478 171.0 868 179.0 606 170.0 992 170.0 519 Me 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1736 1 481n 170A 709 170.0 524 170.0 860 170,0 684 170.0 992 170.0 630 1710 1133 170.0 661 1275 170.0 677 170.0 1417 170,0 800 170.0 1700 170.0 680 169.7 1979 1 50.626 in 170.0 747 170.0 5W 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 1346 170.0 747 170.0 1494 170.0 766 170.0 1793 176.0 766 152.E 1877 164In 170.0 797 170.0 012 170.0 966 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 1434 170.0 837 170.0 1694 i70.0 656 166.4 1768 170.0 661 434.1 1769 1' 601n 170.0 806 170.8 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 t417 170.0 944 16t1 17D.0 996 145.0 1511 170.0 1033 120.9 1611 170.0 1863 183,8 161t t' 63in 170.0 930 170.0 745 170.0 111$ 170.0 860 170.0 1302 170.0 940 466.6 1370 170,0 101 1370 170.0 1076 126.3 1370 164.0 1082 104.4 1370 165.9 1072 B9.6 1379 11 961n 170.0 974 170.0 709 170A i469 170.o $03 156.6 1240 170.0 1002 136.2 1240 168.6 1013 121.1 1248 147.1 100D 108.9 1248 13a.0 969 00.8 1248 130.4 970 77.8 1248 1: w J 721n 167.8 1049 170.0 876 139,9 1049 160,2 092 119.9 1049 132.1 876 104.9 1049 119.1 860 93.2 1049 109.7 848 83.9 1049 102,7 838 69.8 1049 94.3 626 69.9 1049 9 a 76in 142.7 941 t4t.1 822 118.9 941 128.8 806 101.9 94i 111.2 791 89.1 94t 100.0 777 79.3 941 91,7 766 71.4 941 85.6 767 69.5 9Q1 77.6 T44 5i.0 941 7 2 To In 732.0 894 137.6 783 110.0 894 116.9 767 94.3 894 WA 753 82.6 894 91.9 740 73.3 894 04.1 730 66.0 894 78.3 721 66.0 894 70.7 707 47.1 894 6 901n 85.9 671 88.7 696 71.6 671 74.9 586 61A 671 66.3 676 63.7 671 68.2 566 47.7 671 62.8 558 43.0 671 46.0 661 35.8 671 43.1 639 30.7 671 3 96in 70.6 690 72.8 627 69.0 690 61.4 518 60.6 690 63.4 609 44.3 690 47.6 602 39.3 690 43.0 4114 36.4 690 39.6 468 29.6 690 34.7 477 25.3 690 108In 49.7 466 60.8 421 41.4 466 42.8 414 35.6 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 381 20.7 466 23.6 302 17.8 466 `< Ill In 45.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 307 28.6 441 30.2 392M 27.2 376 22.9 441 24.9 372 t9,1 441 21.5 363 16,4 441 1 120In 36.3 378 36A 344 39.2 376 31.0 339 26.9 378 26.8 334 22.7 378 23.7 329 21.3 325 18.1 378 19.6 321 16.1 378 18.1 314 144in 21.0 262 21.2 W 17.5 262 17.8 239 16.0 262 t5.3 230 TABLE10B Anchor Capacity TableQbs) Substrate: 2.7k Concrete 3,5k Cone. Hollow CMU Filled CMu PT Wand I Anchor Type: 3116'ENO Ultracott 1/4"ElcoUltracon 911G'Elco 3/1b"Elco Ultracon 114"ElcoUitracon 114"SS Elco N45'Elco 114"88 Elco #10 Steel Mffleel #1 Anchorellp Patterns Uliracon AggreGstor Ultracon AggreGator Screw(G5)Screw(35) SCI Edgaf3stance(in): 1" 2-1/2' 1" 2-112' 34H T' 2-112, 1" 211T 2' VI/6" 2' 0.46" 0.54" Embecknent ft, 1-3I4" 1-314" 1.314" 1;31d" 2" 1-1l4" 1-114" 11/d" 11l4" 1.114" 11ld" 2' 1-318" 13r8" 2 Anchors @ 4.76'Mtn.O.C./Standard or Offsel Clip(Fig.1: 3W]be SOD Me 401bs 890 tbs 1644 Ibs 27D Ibs 280 ibs 364 IDs 740lbs 87d Ibs 664 Ib9 946 Ibs 341 Ib9 442 Ibs 5 4 Anchors @ 1.15"Min.O.C.I Standard OX 011W)COP(Fig.4 480 Me 70D Ibs WA NIA NIA NIA 380 Ibs NIA WA WA N/A NIA 682 We $85 Ibs 1' 4AM hors @ 3"Min.0.0.I(2)W Arals Clips/(Fig.s): 780 Ib9 780 lbs 6801bs 1660 lhs i896 IN 540lbs 560 Ib9 NIA 760 tDe 748 Ibs 880 tbs 1092 IM 6821bs 885 lbs i' 3Anchors @ 0.54"M.O.C./U-Clip,Into.0P AlUnt(Flp.4} N/A NIA NIA NIA N/A N/A 141A NIA NIA NIA NIA N/A NIA N/A 9 1 Anchor/F-Clip(Fig,5): 105 IDS 195 ms 2251be 445 Ibs 822 IDS 1351b9 140 81s 177 Ibs 370Ibs 18T[be 3321bs 473 Its 1701be 221 Its 2 2Anchore @ 1.101 Min O.C./F-CUP,(Fig,6}; 240 Me 35D Ins WA NIA WA NIA 190lbs MIA NIA WA WA WA 341 lbs 442 Ills 6 - FIGURE-1: FIGURE-2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 4 FOR INFORMATI ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ABL T 12A E Mullion Capacity Table ibslie) Opening Width(for vertically-spanning mlillions)or Opening Height(for horizontally-spannim mullions) 5o in 60 in 70 In 8o in 90 In 100 in 120 in Rectangular Ttapl7Hang. Rectangular Trap/Triang. Rectangular TraplitiOng. Rectangular TraplTdang. an Or TraplTdeng. fteotanguler TraplTdang. Rectangular TraplTrieng, Rectanqu 2 X 4 X.25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube & � A O � u .. o co .., o 'o.�, Mullion op p�p,a Jp"� �cp pp�S c tfZZ, �pap `a �cpp "`cp !S c qpQ pppQ Ong �°_Y� �p R ffi 1p� 1'cg� }` lC3 S�' }�mpy fop S' t0p0c �cp$ ca � �nq rJ_ C? U_ V'l t7 _ UO U_ U V _ V 1y �C_ �+ �+M V U'O U V'O U V'O CJ't7 ._ C p ._ p O O S ~ O N O C N C p s q~ �G q �c Q� �c �� �c Q�IL � 40: to 421n 170,0 620 170.0 435 170.D 7" 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 17D.0 1116 170.0 5221 170.0 1740 170.0 521 170.0 1488 170.0 521 170.0 1 48 in 170.0 708 170.0 624 170.0 550 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170,0 680 170.0 11 50.625in 170R 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0• 747 170.0 1494 170.0 756 170.0 1793 170.0 766 170.0 21 641n 170.0 797 170.0 612 1170.0 956 170.0 691 170.0 1116 170.0 764 170,0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 8sl 170.0 2 Go in 1 170.01 885 170.0 701 170.01 10631 170.0 797 170.0 1240 170,0 878 170.0 1417 170.0 044 170.0 1594 170.0 996 170.0 1771 170.0 1033 170,0 2126 170.0 1063 1170.01 2, wIn 1 176.0 930 170.0 745 170.D 1 1116 1 170.0 $60 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2 66 in 170.0 974 170.0 789 170,0 i189 170.0 903 170.0 1384 170.0 1002 170.0 1658 170,0 1086 170.0 17,33 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 Z c 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 14a8 170.0 1126 t70.0 170D 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170,0 1387 145.6 2184 170,0 14SS 124.8 2- 76ln 170,0 1122 170,0 837 170,0 1346 170.0 1080 170.0 i57Q 170.0 1209 170.0 1784 170,0 132Z 166.1 1960 170,0 1421 148,E 1960 170.0 1505 123.8 1960 161.6 1548 106.1 I 2 78 in 170.0 1151 170.0 957 170.0 1261 170.0 11i6 170.0 1611 170.0 1250 170.0 1842 170.0 1369' 152.7 1861 170.0 1474 137.4 1861 163.1 1500 114.5 1661 147.3 1473 982 11 901n 170.0 1328 170.0 1144 149.1 1398 158.0 1218 127.6 1398 136.0 1198 111.8 1393 121.3 1179 99.4 1398 110,2 1162 89.5 1398 101.6 1147 74.5 1308 89.8 1122 63,9 1' 96 in 147.4 1229 151.5 1098 122.9 1229 127.E 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 81.8 1229 89.6 1029 73.7 1229 82,4 1018 61.4 1229 72.2 893 52.7 1; 1051n 103,5 971 105.8 877 $6.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 67.6 9-11 61.8 826 61.8 971 56.5 815 43.1 971 49.0 796 37.0 t 1111n 95A 919 97.3 832 79.6 919 81.9 819 68.1 919 70.9 806 59. 919 62.9 794 53.0 919 56.7 784 47.7 919 51,8 774 39.7 919 44. 7768 34.1 9 120in 75.5 786 76.8 718 62.9 786 64.5 705 $3.9 786 55.8 695 47.2 786 49.4 686 41.9 786 44.4 677 37.7 786 40.5L474 31.5 786 34.9 663 27.0 7 1441n 43.7 548 442 604 36,4 546 37.0 498 31.2 648 31.9 491 27,3 548 28.2 485 24.3 846 25.3 479 21.8 546 22 9 182 546 19.5 464 15.6 1]TABLE12B Anchor Capacity Table(tbs) Substrate 2.7ic Concrcte 3.5k Conc. Hollow CMU I Filled CMU PTwood Anchor Type: 3/16'Elco Ultracon 114"ElcoUirracon 5I1V Elco Me Elco Ultrecon 11 4"EIC0UMR= 114"SS Elco 6116'Elco 114"SS Elco 410 Steel 4112 Steel 01 Anchor CllpPatterns U►trecon AggreGstor Uitracon AggreGator Screw(G5) Screw(D5) Sc Edge Dtstanee qn); V 2-1!Z' 1" 2-112, 3-118" T. 2-112' V 2-u2' 2' 3.118" z 0AW 0.54, I Ernberknent Qn) 1-314" 1-V4' 1-8I4" 1.9r4" 21 1-1/4" 14/4" 1-114" 1-114" 1-1I4" 1-114" 2' 1-3,'8° 1-3/8" 2Anchors @ 4,75"Min O.C./SUInda'd or Met Clip(Fig. 1&2y 390 Ibs 390Ibs 450 Ibs 890 ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740lbW 874 Ibs 694 lbhs 946 Ibs 341 IDS 44-2 ibs 4 Anchors 2.68"Min O.C.I Standard(or Offset)Clip(Fig 3); 74D Ibs 740 Ibs 630 ibs 1 1485 Ibs 1424 Ids N/A 580 Ibs NIA 6951b9 NiA 88D Ibe WA 682 ibs 885 Ibs 1 6 Anchors 1.71"Mir.O.0.I Standard(or=et)Up(Fig.4): 60lbs 1050 R4 758 IbS 19481bs NIA NIA 70518 NIA 7991he NIA NIA NIA 10221hs 1327Ibs 1 4Arz hors @ 3"Min.O.C.I(2)W Angle Clips/(Fla 5): 780 Ibs ibs 680 Ibs 15�It6 18961D9 IW 5�Ibs NIA 760 ibs 748 Ibs 880 ihs 1892 Ibs i21bs 885 Ips 1 6Anc hors @ 3"Min.O.C.1(2)W Angle Cllps I(Fig.6): 1170 ibs 11701te 1020Ibe 2340 lbs 264411)s S i bS W ibs NIA 114011)5 1122lbs 13271bs 2838 8s 1022Ibs 1327 Its I. 3Amhors @ 1.34'Min,O.C.I U-Clip,Into.126'Alum.(Fig.7: N/A WA NiA NIA NiA NIA NIA N/A NIA NiA WA WA N/A N/A 1 &Anchors(off 0.64"kiln.O.C.I U-Clip,Into.125'Alum.(Fig.8). NIA NiA N/A WA NIA N/A WA NIA NIA NIA NIA N/A NIA WA 2 2 Anchors @ Z_WWn.0__C./F-Clip(Rg 9? 370 IDS 37o ibs 315 Ibs -143 lbs 7121hs NIA 26014s NIA 348 Ibs NIA 440 Ibs N/A 341 Ibs 1 442 The 3Anchors Q 1.71"Min.D.C./F-IIp(Fig_i%I 443 IDs 1 625 IIa 1 879 ft 973 Ns NIA NIA 363 IN. NIA 3991bs 141A NIA NIA 511 lb5 1 964 IN k -- - -NOTE:-FOR THE-OFFSET CLIP,-USE THE-SAME ANCHOR-PA-T--TERN ANl3 ANCHOR-VAL-UES AS THE-STANDARD CLIP,--- -- CiRCLED VALUES ARE USED IN THE EXAMPLE ON SHI FIGURE 1: FIGURE 2: FiGURE 3: FIGURE 4: � e • ��---��-�-"� ���""�� TABLE NOTES; . TABLE13A ]bullion Capacity Table Ibs Opening Width(for vert(cally-spanning mullions)or Opening Height(ibr horizontally�sparxling mullions) 50 In 60 in 70 In 80 in 901n 100 in 120 in Rectangular TraprMang. Rectangular Tmp/Triang. Rectangular Trapll'dang. Rectangular Tmp/7dang. Rectangular TraplVang. Rectangular Trap7dang. Rectangular TraplT'dang, Rectanau 2 X g X.2r6 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lcad(ng Loading Loading Loadint aU ab ZAlum.Tube � aa 7 c m v � �cU y rMullion p o_ c .o m m m a 9 r s�� '9� C• q6 c� 'i=i v c Q ° s• ° o' jq d U Gj' �y -�y f m !�l a F a 1i 41 y a d i7. F dryaa � a} � ark �tsa ,, a�� da MA a r a 42 in 170.0 620 170.0 435 170.0 744 1170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 770.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 i70.0 i' 481n 170-0 708 170.0 $24 170,0 850 170.0 584 170.0 02 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1! 50.625In 170.0 747 170A 563 170.0 896 170.0 631 170-0 1046 170.0 684 170.0 ti95 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 7W 170.0 21 541n 170.0 797 170.0 612 17D.0 956 170.0 691 170.0 1116 170.0 7554 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 $50 170.0 1913 170.0 861 170.0 2: 60in 770.0 W 170.0 701 170,0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170,0 1594 170.0 998 170.0 1771 170A 1033 17MO 2125 170.0 1083 170.0 2, 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 840 170,0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1559 170.0 1 222 170.0 2231 170.0 1169 170.0 21 c 661n 170.0 974 170,0 789 110.0 1169 170.0 903 170.0 1384 170,0 1002 170.0 1558 170.0 1006 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2' m72 in M170.0 1083; 170.0 878 170.0 1275 170,4 7009 170.0 1488 170.0 1126 17p.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2126 170.0 1387 170.0 2550 170.0 1468 170.0 21 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170-0 2243 170.0 1505 170.a 2592 170.0 1628 170.0 3 78 in 470.0 1161 170.0 987 170.0 1381 170.0 1116 170.0 1611 170.0 1260 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 IW4 170.4 2763 170,0 1700 170-0 3. 90 in 170.0 1326 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 17p,0 1916 170.0 3188 170A 2125 156 0 3• 961n 170.0 1417 1170.0 1232 170.0 1700 170.0 1434 170.0 1933 170.0 1622 170.0 2267 170.0 1794 170,0 2550 170.0 1952 170,0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170,0 2076 1164.8 2781 170.0 2271 1148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 2• III In 170.0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 193k1704 1 170.0 2149 15t.8 2532 162.3 2246 130.6 2632 148.4 2210 113.0 2e32 120.4 2186 97.8 2:120 in 170.0 1771 170.0 1588 i70.0 2125 770.0 1859 154 4 2252 159,9 19DE=:2 141.4 11T64 120.1 2252 1272 i938 108.1 2252 11B i 1915 80.1 2252 98.8 1872 77.2 2 144In 125,1 15(i4 128.E 1445 iO4.3 1564 106.1 1425 89.4 1564 91.5 140 80.7 1390 615 1664 72.3 1373 62.6 IW4 65,7 1358 52.1 1564 W.0 1330 44.7 1 TABLE13B Anchor Ca a Itv Table lbl; Substrate: 23k Concrete 3.5K Cono. Hollaw CMU Filled CMU PT Wood Anchor Type: 3116"Eico Ultracon 1/4"Elco Ultracon 5/iel Eloo 3/16"Elco Ultracon 1/4"Eloa•Ultracon IM"$S Etoo 5/1e"Elco 7/4"SS Elco #10 Steel 012 Steel #1 AnehorCUp Pafterns Ulnoon Aggregator Ultmoon AggreGator Screw(G5) Screw(G5) Sc Edge Distance(In).- 1" 2112" 1" 2-1/2" 3-1/8" 1" 1 2-1/2" 1" 2-112" 2" 3419' 2" 0.48" 0.6V i Embedment In): 1-314" 1-3l4^ 1-314" 1-3W 2" 1-1/4" 1-1/4" 1-IW 1-1/4" 1.1/4" 1-114" 2" 7-3I8" 1.3/8" 2Anchors @ 4.75"Min.O.C./Standard orOSset Clip(Fig-1&2): 390 Ibs 390 Ibs 4601bs 890 lbs 1644lbs 270 lbs 280 Ibs 354lbs 740 Ibs 374 Ibs 6641bs 946lbs 341 The 442 The 4 Anchors @ 4.68"Min.O.C.I Standard(or Offset)Clip(Fig,3): 780 Ibs 780 Ibs 900 The 1780 Ibs 3232 lbs 640 Ibs 560 Ihs 708 Ibs 1480 the 748 Ibs 1272[be 18921bs 682 the 665 ibs 1 8 Anchors @ 1.71"Min.O.C./Standard(or Offset)Clip(Fig.4); 1180)bs 1400 lbs 1010 Ibs 2595 Ibs NIA N/A 940 Ibs NIA '1065 lbs WAWA N/A 1363 lbs 1770 Ibs 2 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips/(Fig.5y 780 lbe 780 Ihs 680 Ibs 1560 Ibs 1896 Ibe 540 lbs 560 Ibs NIA 760 Ibe 748 Ibs $60 Ibe 1892 Ibs 682 Ibs 885lbs 1 8 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips I(Fig.6); 1560 Ibs 1560 Ibs 1360 IN 3120 Ibs 3792 Ibs 1080IN 1120 Ibs NIA 1520 Ibs 1498 lbs 1780 Ibs 3784 Ibs 1363 lba 1770 the 2 12 Anchors @ L5"Min.O.C.1(2)2x5 Angle Clips/(FIg.7): 1060 lbs 2100 Ibs 1440 Ibs 3780 Ibs WA NIA 1320 Ibs WA 1500 Ibs NIA N/A NIA 2045 lbs 2664 Ibs 3 4 Anchors @ 1.347 Min,0.C./U-Clip,Into.125"Afum.(Fig.8): NIA NIA NIA NIA NIA N/A WA WA I N/A N/A NIA NIA NIA N/A 1 8 Anchors @ 0.64"Min.O.C./U-Clip,into.125"Alum.(Fig.9): WA NIA NIA WA NIA NIA NIA WA NIA NIA N!A N/A NIA �NIA -2- 2Anchors-@-4.08'-Mln.-O.CJ-FmCfip-(FJg.-ljD).' 39QIbs 390ibs 450 Ibs 890 ibs 1616 Ibs 270 Ibs 280 Ibs 354 Ibs 7401bs 374 Ibs 83fi Ibs 946 Ibs -341 lbs4 Anchors @ 1.71"Min.O,C.1 F-C8p(Fig,11): 590Ibs 700Iba 505lbs 1298lbs N/A N/A 470 Ibs NIA 633 Ibs NIA N/A NIA 682 Ibs NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: -.... ENA"I ioc o. Girt IRF q• Fir.[IRF 4• FIGURE B: FIGURE 9: FIGURE 10: FIGURE il: 1. ----.._--, .---..,..-- ,,�---,r--r.-, ..- TABLE14A Mullion Ca aa' Table lbs� Opening Width(forverflcaliy-spenning mull€ons)or Opening Height(for horizortaliy-spanning mullions) 50 In 601n 70 In 80 In 901n 100 In 120 in Rectangular Trap/Trlang. Rectangular TrapfTriang. Rectangular Trap/Trlang. Rectangular Traprrdang, Rectangular Trap/Tdang. Rectangular TrapfYtiang. Rectangular TraplTdang. Rectangul 1.25"x 2.1In Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.125"Alum s s_ _ iw a Tube Mull ° a �'a' ii �" I� F5 k' Q ;{' - `� J R n "� ` w n ` m m m �a�1 �_ c�•a a 8- or- , a'S o o o� o _• ° r >° c� �=C ,c c t' r 8 .c W t'� _� i'y 19 o ,ray 6. `o.7�, a o o a o o � o �G m $ w 3 a o di a �° n U `mac. � r � 42in 144,2 526 167.0 428 120.2 526 140.9 419 loaQ 528 138,9 414 90.1 526 134.6 411 BQ1 528 134.1 411 72i 526 1341 411 60.1 526 134.1 41i 51_fi 5: - 481n 96.6 403 108,0 333 80.5 ,403 94.7 325 69.0 40 86.4 320 60.4 403 61.4 317 NJ 403 79.1 316 48.3 403 78.6 314 40.3 40378.6 314 34.5 41 50.625 1n 82,3 362 91.0 301 68,6 362 79.3 294 $8.8 362 71.9 289 51.5 362, 67.2 286 45,7 362 64.6 284 41.2 362 83.6 283 34.3 362 63.5 283 29.4 31 54 in 67.8 31874.1 267 56.6 318 64.2 261 48.5 318 57.7 256 42.4 310 63,5 263 37.1 318 60.6 250 33.9 $18 49.5 249 28.3 318 49.1 246 24.2 3 60 in 49.5 258 63.1 219 41.2 258 46.7 214 36.3 258 40.7 210 30,9 268 37.2 201 27.5 268 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 21 J 63 in 42.7 234 45.6 20D 35.6 234 39.1 195 3D.5 234 34.7 192 29.T 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.8 183 15.3 2 661n 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 29.1 170 18.6 213 23.7 169 15.5 213 22.2 187 13.3 2- 72 in 28.8 179 3o.1 165 23.9 179 25.8 162 20.4 179 22.5 149 17.9 178 20.3 147 16.9 179 18.7 145 Th in 24,3 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15,2 161 17.0 133 781n 22.5 162 23.5 133 18.8 162 19.9 131 16.1 152 17.5 128 TABLE 14B AnchorCepacltyTable Ibs Substrate, 2.7k Concrete 3.5k Con. Hollow CMU Filled CMU PT WOAD I 5/16"Elco IN SS Elm 5116"Elco 1/4"SS Elco #Io Steel #12 Steel #s1 Anchor Clip Pa#fiAms An:h�Type 31i6''blcoUltr tMl 114"EtcoURracal Ultraeon 3/15"E1coUltracon 1/4"E1coUltracon AggroGaty Uttreon AggreGator Strew(G5) Screw(G6) scr EdgeDlstance(ln) 1" 2112 1° 2-112" 3-1/8" i" 2-112" i" 21/2" 2" 31/8" 2 0.48" Embedment In): 1�3+4" i',J4 1314" 1314"' 2' 1-1fd" 1-1f4" 1-1/4" - 1-1/4" 1-1 MY` 1-114' 2" 1-318" 13/6" 4 Anchors®3 Mln.O.C_1(2)2x 5Angla Olps f(Fig,t): 780 Its 780 FS 68016s Ism Ihs 189E Ibs 440 Ibs 6601bs WA 760 Itss 748 Ibs 8801bs 16921t s Mite 8851ts 11 TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE-1; ---- - --- ------- - - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEE- ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEER FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. TABLE15A Mullion Capacity Table(lbsftta) Opening Width(for vertically-spanrilng mullions)or Opening Hoight(for 1'lnrizontally-sparining mullions) 50 in 60 In 70 In Be in 90 In 100 in 120 In Rectangular Trap/Mang. Rectangular TrapMang, Rectangular Trap/Tdang. Rectangular TroplTdeng. Rectangular Trap/Tifang. Rectangular Trapfrriang. Rectangular Trap/Triang. Rectanq 3.26"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load" DEG.AL z ,� a z SAY MULL a? a n n o .. IQ IU N N l0 N IV OS N iR fA lQ N C N B N {O N C 6l as a arc a cxb a na n a a n i a a �' ,� �g ci ci V t-. g,6 e. l3^ Rc _ o` of y mod' Qj o o �Y m tLi a !j `ter' Q - --- axe a d�� � � € �� g a�� �� �a � �� � �o: a>r � � ��- - 42in 170.0 620 170.0 436 170.0 744 170.0 478 170.0 sea 170.0 WS 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1' 461n 170.0 709 170.0 624 170.0 860 170.0 584 170,0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170,0 1417 170.0 680 152.2 1522 170.0 680 130.5 1: 50.626In 170.0 747 170.0 $53 170.D 896 170.0 631 170.0 1046 170.0 684 170,0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 765 136.9 1443 170,0 756 117.3 1• 54 in 170.0 797 i70,0 612 170.0 966 170,0 601 1700 1116 170.0 764 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1363 170.0 661 103.1 1; B0in 170.0 885 170,0 701 170.0 IW3 170.0 797 167.0 1216 170.0 $78 146.1 1218 170.0 94-4 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 63.5 1; 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1160 168.8 033 131.4 1150 163.0 914 116.8 1150 141.9 898 105.1 1150 1342 885 87.6 1150 126.7 871 75.1 1 ram. 66in 170.0 874 170.0 709 152.4 1048 166.8 861 130.6 1048 146.6 884 114.3 1048 133.1 860 101.6 1048 123.4 839 81A 1048 11&6 830 76.2 1048 109.4 $21 55.3 1i C 72 in 140.E 880 147.9 764 117.4 880 126.0 748 100.6 860 110.6 734 86.0 840 100.0 722 78.2 880 92.0 -112 70.4 Bea 86.2• 703 5B.7 880. 79.2 683 5013 f � 761n 119.7 790 125,1 690 99.8 790 108,4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 63.9 790 71.7 635 49.9 790 66,1 624 42.8. 7 78In 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.6 760 70,6 612 55.4 750 85.7 605 46.2 760 69.4 594 39.6 7 90In 72.1 SW 74.4 500 60.1 563 62.9 491 51.5 563 54.$ 483 45.1 563 48.9 475 40.1 563 44.4 468 36,1 563 40.9 462 30.01 583 36.2 452 25.8 f 96in 59A 495 61,1 443 49.5 495 51.6 435 42.4 495 44.8 427 37.1 495 39.9 421 33.1) 1 495 38.1 416 29.7 495 33.2 409 24.8 495 29.1 400 21.2 4 108In 4i.7 '391 42.6 353 34.8 391 36.9 348 29.8 $01 31.1 342 28.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 394 19.7 321 14.9 9 III In 38.4 370 39.2 336 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 26.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 $05 1201n 30.4 317 30.9 Z89 26.1 317 26.0 284 21.7 317 22.5 200 19.0 317 19,9 276 16.9 3i7 17,9 273 1441n 17.6 220 17.8 203 TABLE15B Anchor Ca ItV Table ►bs Substrate: 2,7k Concrete 3.5k Cono.I Hollow CMU Filled CMU PT Wood Anchor Type: 3118"Elco Ultracon 114"Eloo Ultracon 5/16"Elca 3116"Eloo Ultracon 1/4"Eloo Ultracon 1/4'85 Eloo 5/18"Eloo 114"SS Elco #10 Stest 412 6teel #1 Anchor Clip Patterns Ultracon AggreGator Ultracon AggraGator Screw(G5) Screw(W) Sc Edge Distance(In): 1" 2-112" 1" 2-1/2" 3.1/8" 1" 2-112" 1" 2-1/2" 2" 3-1/8" 2" o.48" 0.54" i Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-114" 1-114" 1.114" 1-1/4' 2" 1-3W 1.918" 2 Anchors @ 5"Mln.O.C./(2)2x5 Angle Clips 1(Fig.1): 390 lbs 390(bs 459 Ibs 890 lbs 1700 Ibs 270 Iba 260 lbs 354 fos 740 lbs 374 lbs 720 lbs 946 lbs 341 lbs 442 lbs 4 Anchors @ 3.5'Min.O.C./(2)2x5 Angle Clips 1(FIg.2): 780 lbs 780 lbs 790 lbs 1670 is' 2526 lb s 540 Brs 560 lbs N/A 1120 lbs 748 lbs 880 Ibs 18921hs 682 lbs 885 lbs 1 6 Anchors @ 2.71"Mln,O.C.1(2)2x5 Angie Clips/(Fig.3): 11201bs 1120 lbs 958 lbs 2246 lbs 2264 lbs NIA 840 lbs N/A 1059 lbs N/A 1320 lbs WA 10221ba 1327 Ibs 1 FIGURE 1: TABLE NOTES: e 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, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. TABLE 16A Mullion Ca ac Table bs/f Opening Width(for vertically-spantvng mullions)or Opening Height(for horiz0ntally-sparming mdQions) 50 in 60 in 70 In 80 In 90 in 100 In 120 In Rectangular TraplTriang. Rectangutar Trap/Triang. Rectangular TrapllYlang, Rectangular TraplTdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTdang, R®ctangu 32b"db Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading V {q R R t0 QT N A [V N f0 CO fA N QJ [tl at BAY MULL 9 m� � rs� � �� � �g a� � �� � �� � �� � ¢� � a� AL Cl 12 C• D y.O CV5c, cO y "Q(� cGC''G.. �ta: r2 C3 �CG Q�y. 'po N m ^ U C Ov E L l.�yVr+ sS q 2J N tlf Si 431n 170.0 620 1 170.01 436 170.01 744 1 170.0 478 170.0 868 170.0 506 170.01 992 1 170.0 619 170.0 1116 170.0 $21 170.0 1244 170,0 521 170.0 1488 170.0 521 170.0 11 48in 170,0 708 1 170,0 624 170,0 850 1 170.0 584 170,0 992 170.0 630 170,0 1133 170.0 661 170.0 1275 170.0 677 1 170,0 1417 170.0 680 163.7 1637 170.0 680 140.3 1E 50.625 In 170.0 747 170,0 563 170.0 a96 170.0 631 170.0 1046 170,0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126,1 1: 641n 170.0 797 170.01612. 170.0 056 170.0 691 170.0 1116 170.0 754 170,0 1275 1710 803 170,0 1434 170.0 037 1662 1456 170.0 868 129.3 1456 170.0 861 110.8 14 60 in 170.0 885 170,0 1 701 170.0 1063 170.0 797 1 17C.0 124D 170.0 878 157.1 1309 170.0 044 1 139.71 1309 170.0 996 125.7 1309 163,5 994 104.8 1309 157A 982 89.8 tE 63 in 170.0 930 170.0 745 170.0 1116 170.0 660 -182.9 1247 1 170.0 940 142.5 1247 164.5 983 126.7 1247 152.3 965 114.0 1247 144.3 952 95.0 1247 136.2 036 61.4 1'e 68 in 170.0 974 170.0 789 170.0 1169 1 170.0 903 148.4 1190 163.7 965 129.0 1191 147,9 945 115.4 1190 126.6 928 103,9 1190 128.4 914 86.6 1190 110.5 896 742 11 C 72In 161.6 1010 169.8 877 134.7 1010 144.6 859 '115.4 1010 127.2 842' 101.0 1010 114.7 828 89.0 1010 105.6 817 60,8' 1010 98.9 SOT 67.3 1010 90.8 795 67,7 1C J � 761n 137.4 906 143.E 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 e66 96,2 749 76,3 906 1 88.2 738 88.7 906 82.3 729 57.3 906 74.7 716 49.1 9� 78 in 127.1 Sri ism 754 105.9 88i 112.5 738 90.0 861 98.6 1 725 79.4 861 88.5 713 70.6 061 81.0 703 63,6 861 75,4 694 53A 861 68.1 681 45.4 81 9D in 82.7 646 85.4 $74 68.0 646 72.1 564 59A 646 62.9 554 51.7 646 56.1 645 48.0 646 60.9 537 41.4 846 47.0 530 34.5 646 41.5 610 29.5 6 96 in 68.2 568 70.1 508 0.6 568 591 409 48.7 565 51.4 491 42.6 668 45.8 483 37.9 568 41,4 476 34.1 568 36.1 470 28.4 568 33.4 459 24.3 fif JOB In 47.9 449 48.9 405 39.9 449 412 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28.0 382 23.9 1 449 26.1 $77 20.0 449 22.7 368 17,1 4 III In 44,1 425 46.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 11 24.5 425 28.2 362 22,1 425 24,0 368 18,4 425 2-0.7 350 15.8 f, 120In 34.9 364 35.6 331 29,t' 364 29.8 326 24.9 364 25.6 321 21.8 364 22.8 317 19.4 364 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 Ca a Ity Table(lbs) substrate; 2.7k¢onorete 3.5k Cone.I Hollow CMU Filed CMU PT Wood I 5116"Eloo 1/4"55 E1co 5/16"Elco 1/4"SS Eloo #10 Steel 912 Steel #1; Anchor Type: WIT Elaa Ultracon 1!4"Elco Ultraoon 3/16' E1co Uitracon 1!4"Eko U{teacon Anchor Clip patterns u{tracon AggraGator Ultracan AggreGator Screw(W) Screw(G5) Sor Edge Distance QNf3i 2-1/2 1" 2-1/2" 311181, 1" 2-1/2" 1" 2.112" 2" 3-118" 2" 0.48" Embedment(fn 1-3/4" 1-3K, 1314" 2" 1-114, 1-1/4" 1-IN, 1.1/4' 1-1/0 1-1/4" 2" 1-3/8" 1-3/8" 2 Anchors @ 5"Min.0.0,1(2)2x5 Angie Clips/(Fig.1IbsE 390 lbs 450 Ibs 894 Ibs 1700 We 270 lbs 280 Ibs 354 lbs 740 fba $74 lbs 720 lbs 940 Ibs 341 lbs 442 lbs. 51 4 Anchors @ 3.5"Min.O.C./(2)20, C8p51(Flg.2 780 Ibs 780 Ibs 790 lbs 1070 Ibs 2525 lbs 54a lbs 560 lbs NIA 1120 lbs 748 lbs 830 lbs 1892 Ibs 682 lbs 885 lbs 11 8 Anchors @ 2.71"Min.O.C.1,(2)2x5 Angie Clips/(Fig.3YJ 1120lbs 1 11201bs 958 IN 2246 lbs, 2254 lbs NIA 640 lbs NIA 1059 Ibs NIA 1320 lbs NIA 1022 Ibs 1 1327 lbs 1E FIGURE 1: - ---- ---- --------- -- - ---- - --TABLE NOTES. - - - - - ---------- o e 1)SEE SHEET 1 FOR WSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I+1.004"�I -� 1.000" �- --{ 1.000'. - 1.000" -- -� 1.000" �-+- A 25" 2 750" 2.750" .125" 3.125" -125" 125" 125" 2.000" 2.000" .126" ----- - ---- .375 .375" .65 ..50G"_--- 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 1"X 3.125"X.5"MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, 6063-T6 ALUM. X-SECTION X-SECTION X-SECTION X-SECTION X SECTION �.125" � f-•-.125" --•j I~-.125" I STANDARD CUP I 2X5 ANGLE CLIP 2,000" 6=-T6 ALUM. 2.126" " 6063-T6 ALUM, X-SECTION U-CUP 2.004 X�SECTION 6063-TS ALUM. .125" ,125" I X-SECTION I .125"T f .740" F�- 5.500" .1.25"- --�{ CUT C 375" 3 375" GREATSTE F-F-CLEF,SEE MIN. 5.000" MIFF-_p� ^DETAIL F,SHEET 4 376"MIN. 338"MIN. -------i I r------ -I ---------------------- A A 1 U GLIP F L L 6063-T6ALUM. `- - --- - ---- --- ------- j zx TOPVIEW 6 - STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE,MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY,SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16", SHEETS 5-17 FOR THE ANCHOR O.C, TABLE B DISTANCE MAXIMUM PGT Part# ANCHOR HOLE Mull Dimension(sheet#) MIN. l _ A_ ----- -- - - 5:500" - DIAMETER:ANCHOR union Std.Clip--Os t Clip U-cl1 .375" MIN. DIAMETER+1116". 66605-666113M--fi66111$i1A -666243M- T ----- -------I------------� 1"X2"X.375" (6) 666005 665114M 6661119M 666244M j { 1"X 2.76'X.375"(7) 66607 6661 ISM 6661120M 666246M --j 1.000" 1 ADO" f- 1.062"-� � .740" D63" .385" .062" j 125' .062' 11 .438" 1 I 4.000" .125" STANDARD CLIP 4.000" 4.000" 2.625" 2.000" 6063-TU ALUM. I 2.125° X-SECTION IIII U-CI 125" I I B063-TO .125" X-SEC .126" .125" .031" .125" CENTER OFANCHC 125" " DASHED BOUNDAR 375" 155 375" ANCHOR O.C. 1"X 4"X.126"-F 1"X 4"X.375" � 1"X 4"X.375" 6,500" --- HOLE DIAMETE MULLION MULLION "T"-MULLION CUT HERE TO 6063-T6 ALUM. 6063-T6 ALUM. 6063 T6 ALUM. 3.125" .375" X-SECTION X-SECTION X-SECTION 37� �y_CREATE F-CLIP,SEE MIN. I DETAIL F,SHEET 4 � FACT ON 1ORY .250" �-� I 375" 1.594" MULLEW 1.594"- I CENT -------i i i-------- I ANC VERSION i ! I I MUST THE E I I I BOUP I ! I I F SHEE 2.875' i - - I t I - - I FOR 1 ANCF 100 3.94" 1 I I I I F DISTP 3,250" 100" t I I I MAXII 3.250" I i I I I I ANCF .100" L-------_-i I I-------_--i DIAMI ANCF .1001, 624" DIAMI �_ " 624" STANDARD CLIP U-CLIP .820 820 _ CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. 6063-T6 ALUM. 1.2fi0" 1.250 •820" 1-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"X 3.25"X.100" 12V'X 3.25"X,624" SHEETS 10-17 FOR THE ANCHOR Q.C. TABLE C MULLION MULLION 1.25"X 3.94"X.624" DISTANCE.MAXIMUM ANCHOR HOLE 6005-T5ALUM. 6005-T6ALUM. MULLION Dimenalon Valtl( X-SECTION X-SECTION 6006-TB ALUM, DIAMETER:ANCHOR DIAMETER t 1/16", F 3.6 X-SECTION Q 1.01 5.500" H 2.6 3.469" I 3.0� /� " " F 3.1 1„ .125„ 1.877" .125 M N.' .375 G 0.7, V3773'-� IH 2.4'2.1 125 .125" 45- 2.250" I 1 1H 1,5i 1 1 H 1 I 3.2; Ij TABLE E Mull Dimension PG'T Part# (sheet#) Mullion I Std. clip I 0-Clip Angle Clip 2"X 4"X.25" (16) 66602 1 666261 M I 666271 M 1 66651121M 2"X 6"X,25" 17 68604 666262M 666272M 6665113M I STANDARD CLIP L U•CLIP { ) 6063 T6 ALUM. $063-T6 ALUM. 2.000" X-SECTION 2.125" X-SECTION NOTES: III1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125" .125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE ( �.,-1,490"--►� HOLE LOCATIONS. ----- 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5,500" CUT HERE TO 3,500" CREATE F-CLIP, 2.000" ,375" SEE DETAIL F, MIN,. .375" MIN. -SHEET 4 I _..-.--_ L.------.--- - � 4.000" I I f 3.438" + 3.438" .250"' 2"X 4"X.2s' I I MULLION 6063-T6 ALUM. X-SECTION I I I I L- ------ ----- -- � -- - I L STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. UR 2"X 8'MUL ALUM. .250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SED FOR 2"X 4"MULLION,SHEET 16 SHEETS 16-17 FOR THE ANCHOR O,C. TOPVIEW DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DIAMETER:ANCHOR DIAMETER+1/16 WITHIN THE DASHED BOUNDARY.SEE SHEETS 16-17 FOR THE ANCHOR O,C. _ 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1/15". 375" 3150011 CREATE F•CLIR 375" rt SEE DETAIL F, MIN. -SHEET4 MIN. � .375" r--- - -- -- - f I I- I I I E .250u - 6.0'0" -i - --1-- - I - 4.688" i 5.438„ EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAP 1 _ I I PW Pw PW ' I I ! SH/DH SHIDH SHIDH SH/DH I f I I I I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION t / 1 / / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS � SOD I t PW I I LOADING OF NOR ZONTAL MULLION LOADIN, PW pW F PW f SHIDH SH/DH SH/DN SHIDH I • LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I r-� 1 PW PW I I LOADING OF(2)HORIZONTAL MULLIONS LOADII I P HINGED DOOR PW PW --- -- --- - -- -Xzz 1 ------ - -- - I lolo I PW �i