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Notice of Acceptance
E,�IIE ED FOR MIAM!•DADE � 4 PLIA CE Muw DARE COUNTY ST. LU IE ®U�PRODUCT CONTROL SECTIUN DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC C 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31 -25b9 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 I SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. I RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Contro l Section that this product or material fails to meet the requirements of the applicable building code. This i product is approved as described herein and has been designed to comply p pp gn omp y 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. 6300311, titled "Impact Resistant Aluminum Tube Mullions'I', 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- County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. I 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. JNSPECTION: 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-I and E-2, as we 1 as approval document mentioned above. The submitted documentation was reviewed by Jorge 1VL Plasencia,P.E. NOA No. 17-0630.01 t�rAr�i oe cou�vn Expiration Date: May 26,2021 Approval Date: November 09,2017 Page 1 I I 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", sheetsl 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 202194 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 i 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 5t' Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources (RER). j E. MATERIAL CERTIFICATIONS 1. None. ! i Jorge M.Plasencia,P.E! Pro uct Control Unit Supervisor NOA No. 17-06310.01 Expiration Date: May 26,2021 Approval Date: November 09,201 ' E-1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6th Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony ILynn 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. I6-0218.03, issued to POT 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 I I i I I i I Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0630101 Expiration Date: May 26,2621 Approval Date: November 09,2617 E-2 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(NSIDE 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.U180.THE 1l__ 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 � , t INSTRUCTIONS. SEE A DETAILS / I III /1N I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODU- A TMRU 0; / � SEE DETAILS SHEETS 2-4 — I I — — I 1 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.F I _ __ A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHOR SHEETS 2-4 IrJ i i i I / PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. OPENING VERT. HEIGHT MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SI; LENGTH HORIZONTAL SEE DETAILS, 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 NONS PRODUCTS MAY '---BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREN MUST BE MANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE sY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10)MULLIONS ARE 1N 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 THIS 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 I_ OPENING W10TH� �— -`I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OF OPENING —-- 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY-(LBS/FZ�2)-FROM TABLES-1ATHRI— _ HEIGHT OPENINGLL THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE A HEIGHTf�.tLIEN�GTH HCRIZ_MULL y� �, MEUR� MULL ON CAPACITY(LBS/FT2)OBTAINED SHALL—MEET-OR-EXCEED THE DESIGN PRES- LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT CO DETAI L 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 . i II ItI IlI MULLION SEE SHE ETS 21-2 3 FOR HOLE , a a d EITHER THE LOCATIONS STANDARD O EDGE b a OFFSET MULL CLIP MAY BE DISTANCE INSTALLED FOR wooD T}15 METHOD. SCREWS 4 ad a IIII v IIIt �60"AM FOR v' ALL MULLIONS Q d a d a ° a•n EXTERIOR a . d EDGE d v DISTANCE FOR MASONRY THE OFFSET CUP IS ANCHORS RECOMMENDED FOR EXTERIOR d d d FIN-FRAMED a WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1 B-16B SEE TABLES 1B-168 EDGE/END DISTANCE SEE TABLES EMBEDMENT SUCKSTRIP 1B-138 •' r�::'� AND EMBEDMENT a t, ATTACHMENT *�•,e •; +.a BY OTHERS, SEE NOTE 1, '; d SHEET 1. MIN. _ ----SIDE VIEW FRONLVIEW INSTALLATION NOTES: DETAIL C: --I .125'MIN. MULLION DIRECTLY ATTACHED TO MULLION MASONRY STRUCTURE (STANDARD CLIP SHOWN) VARIES. G I I i TYP.ANCHOR EITHER THE I PER SUBSTRATE, STANDARD OR SEE TABLES 1 B-13B OFFSET MULL I _ TOP VIEW ------ CLIP MAY BE I I EDGE DISTANCE INSTALLED BY I� I a FOR MASONRY VARIES THIS METHOD I I ANCHORS • I I l a q • t I I I °. . q' q 4 c n U do 0 EXTERIOR A 1• q THE OFFSET CLIP IS EDGE DISTANCE ° RECOMMENDED FOR FORMASONRY q /+ FIN-FRAMED ANCHORS a ° WINDOWS,BUT MAY U C�ECT ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR a PER SUBSTRATE, SEE TABLES 1 B-13B TYP.ANCHOR PER$UBSTRATE, SUCKSTRIP SEE TABLES 1B-13B AND FRONT VIEW ATTACHMENT BY OTHERS, SEE NOTE I, EMeEDMEIJ. T SHEET1. ,I •e 94 y. ° -. ,+ EDGE t _DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-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. PERSUBSTF / SEE TABLES 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.-BECAUSET-HE-ANCHOR CAPACITY IS-BASED_P_ART_LY_ON THE ANCHOR TO MCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ` - - FOLLOWING-SHEET-S-FOR-DE7AIL-SA-D EITHER-T-HE-STANDARD-OROFFSET-CLIP-MAY-BE-USED.-- ----- ---- - - ��` ��� 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. Al kAf^nn of Iniec ADC nDTinniAl C>rF TlF•TAu C TWlR fiNFFT 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 0 o p o 0 0 0 0 SIDE VIEW SHOWN WITH 1"X 4"X,125"• I TOP VIEW MULLION I .EXTERIOR � I I TYP..ANCHOR STANDARD MULLION CLIP I I PER SUBSTRATE, MODIFIED TO FIT FIELD I SEETABLES 19-14B CONDITIONS. �\\ i I I \ MULLION I I I I I 2"XS"X.125" ` I I ANGLE CLIP, I I 2 PER MULLION END, MUST BE INSTALLED I I INSIDE OF MULL. j I d> I I I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES iB-13B / INTO WOOD, tf;�i STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR �pGtiptisC}lOR _�' F ---- - - ---- LPN -- ® —®—- -- - - — -- - INTO WOOD-,STEEL,-- --- - ® O ALUM,CMU OR MASONRY EDGE O DISTANCE PER • ear.NnR TABLE 1A Mullion Ca aci fable s!R Opening Width(forvertically-sparringmullions)or Opening Height(for horizantally-spariNng ML911ons) 50 in 80 In 70 In 50In 90 in 1 100 in 1201n Reotangular Trap/Trlang. Rectangular TrapITdang. Rectangular TraplTrtang. Rectangular TtaplTdang. Rectangular Ttap/Tdang, Rectangular Traprmang. Rectangular Trap/Tdang, Rectangt .I X 2 x,.12g Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin Alum.Tube .. _ .. & & ' y 0 0.. u $u,w u� u .. o .. o c� o m n io u.. o is a Mullion �. �� � � �-� L � gg o ��3 c � u v m y ET E rn u a s° y 6' _i 42in 111.9 40fl 129.5 332 93.2 408 115.E 325 79.9 408 107.8 321 69.9 408 104.4 319 e2,1 408 , 104.0 319 55.9 406 104,0 319 46.6 40S 104.0 319 39.9 48In 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 632 246 41.6 312 61.3 244 37.6 312 61.0 244 31.2 312 61.0 244 28.8 50,625 in 63.9 281 70,8 234 63.2 261 61.6 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50,1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 � 54In 92.6 247 57.5 207 43.9 247 49.8 202 37.5 247 44.8 199 32.9 247 41.6 198 29.2 247 39,4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 c 601n 38,4 200 A1.2 170 32.0 200 36,4 i66 27.4 200 3i.6 163 24.0 200 28.9 160 2t.3 200 27,1 159 19 2 200 25.9 157 16.0 200 25.0 156 J 63 In 33.1 lei 35,3 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 101 22.8 144 16.6 161 21.7 143 661n 2fl,8 168 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 91.0 134 72 In 22.2 139 23.3 120 18.6 139 19.9 Jig 15.9 135 17.6 116 76In 18.9 125 1917 109 15.7 126 16,8 167- 781rt 17,5 Ila 18.2 104 TABLE 1 B Anchor Ca aai Table !bs Substmte: 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood AncttarType: 3/18 Soo Ultracon v4"Elco Ultradon 611T Eico 3116"Etco Ultraoon 1/4"FUoo Ultrecon 1/4"SS Eloo 5116"Elco IN'SS Etoo #10 Steel #12 Steel # Ultracon AggreGator Ultmoon AggteGator Sdrew(G5) Scraw(G5) Sc Anchor Clip Patterns Edge Distance(in): 1" 2-112" 1" 2-1/2" 3-116" 1" 2-1/2' 1" 2-1&1 2" 3-1i8" 2" 0.48" 0.54" Embedment(in): 1-314" 1-314" 1-3/4" 1-314" 2" 1-114" 1-1/4" 1-1/4" 1.114" 1-1/4" 1-1/4" 2" 1.31W 1.310" 2 Anchors @ 4,75"Min.O.C,/Standard or Offset Clip(Ftg.1): 3901bs a90 Ibs 450 Ibs So It* 1 1044 Ibs 2701ba 2801bs 354 Ibs 740lbs 374 Ibs 664 The 946 Ibs $41 Ibs 4421bs 4 Anchors @ 1.15"Min.O.C.l Standard(or Offset)Clip(Fig.2): 480 Ibs 700 tba N/A N/A NIA NIA 360 Ibs NIA N/A NIA NIA NIA 682 Ibs 885lbs 1 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips I(Fig.3): 780 Ibs 7801be $80 The 1560 Ibs 1898 Ibs 540 Ibs 560 Ibs N/A 760 Iba 748 ibe 880 Ibe 1892 the 02 Ibs 885 Ibs t 2 Anohora @ 0.45"Min.O.C.I U-Clip,Into.125"Alum.(Fig.4r NIA N/A N/A N/A NIA NIA NIA NIA NIA NIA NIA NIA N/A N/A i 1 Anchor]F-Clip(Fig.5): 1951bs 195lbs 225 ibs 445 Ibs '822 Ibs 1351bs 140 Ibs 177 Ibs 370 Ibs 18716s 3321ba 473Ibs 170 Ibs 221]be : 2 Anchors @ 1.15"Mln.O.CJ F-Clip(Fig.6).,l 2401be 1 350 ibs N/A NIA N/A N/A 190Ibs NIA NIA NIA NIA L N/A 341 Ibs 442Ibs 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 IN_FORMATi� ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWP FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEI - 1-I01 PR TO RF_.DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON TABLE 2A Mulfion Capacity Table s/fr Opening Width(forver6caliy-spanNng mullions)orppening Height(forhorizonfally-spann#rig mullions) 50 in 60 in 70 in 80 In 90 In 100 in 1201n Rectangular Trap/friang. Rectangular TraprTriang. Rectangular Tra"ang. Rectangular Trapndang. Rectangular Trapfrdang. Rectangular TraplTdang. Rectangular Trep17dartg. Reotangull 1 x 2 x. 75 Loading Loading Loading Loading loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading o u.,. o '6 .. ^u u.. ra O o.. Mullion m mCL m �° "' �° a I a a� h `S � � 1�" I� �v .. Upp 42 in 170.0 620 170.0 435 151.3 662 1170.0 478 129.7 662 170.0 506 113.6 662 169.5 518 100.9 652 16&9 517 90.8 662 168.9 517 75.7 662 168.9 517 64.8 66 481n 121.E 507 136.0 419 101.4 607 1 119.2 410 86.9 507 108.7 403 76.0 507 1026 399 67.d 507 99A 397 Co.a 507 99.0 398 BM7 $07 99.0 396 43.4 5C 60.625 in 103.7 456 114.6 379 06.4 460 99.8 371 74A 458 90.6 364 64.8 456 84.8 360 57.6 456 •81,3 367 51.a 466 80.0 356 43.2 456 80.0 356 37.0 4E 541n 85.4 400 83.3 338 71.2 400 80.9 328 $1.0 400 72.7 322 63.4 400 87.3 318 47.5 400 64.0 MS 427 400 62.3 314 35.6 400 61.8 313 30.5 4C rr 60 in 62.3 324 66,9 276 $1.9 324 57.5 270 445 324 61.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 420 255 26.0 324 40.5 253 22.2 31 m631n 53.8 294 67.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.0 294 39,8 237 29,8 294 37.1 234 28.9 294 35.2 232 22.4 294 33,5 230 19.2 2S 66In 46.8 288 49.6 MO 39,0 268 42,4 225 33.4 268 37.5 221 29.2 26834.1 218 26.0 268 31.6 216 23.4 258 29.8 212 19.6 268 28.0 210 16.7 2E Ili 72in 36.0 225 37.9 196 no 225 32.2 191 2ra7 225 26.4 188 22,6 225 25.6 166 20.0 225 W.5 162 18.0 225 22.1 180 15.0 226 20.3 177 12.9 Z 781n 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 18A 1W 12-8 202 16.7 160 10.9 2( 78in 28.3 192 29.6 168 2&S 192 25.1 165 20.2 192 220 162 17.7 192 18.7 159 15.7 192 18.1 157 14.2 192 10.8 155 11.8 192 15.2 152 10A IS oo h 18.5 144 19.0 128 15.4 144 16.1 126 86in 152 127 16.fi 113 TABLE 2B Anchor Ca acIty Table(lbs) Substrate: 2.7h Concrete 3,5k Cone. Hollow CMU Filled CMU PT Wood t, Anahor T 5/18"Elea 114"88 Elea 611 Elco 1 Uftracon 14"83 Elea 910 Steel #12 Steel #1: Anchor Clip Pateerns ype: 3116"Eloo Uitraoon 1/4"Elea Ultmoon 3110"Elea Uftracon 114"Elco Ultraoen AggreGetor Ultr000n AggreGator Screw(M) Screw{65) Son Edge Distance pn)r 1" 2-112" v, I 2-1/2 3-115" 1" 2-1/2" 1" 2-1/2" 2" 3-1/81I 2" OAW 0.54" 0 Embedment(ink 1 3/4" 1�/4" 1 314" t-3/4" 2" 1-114" 1-114" 1-1/4" 1-1/4" 1-1W I.114" 2" 1 3/8° 1-3/8" 2 Anchors a 4.75'Min.O.C.I Standard or Offset Clip(Fig.it 390 The 390 iba 450 Iba 890 Ibis 1644 Ibs 270 Ihs 280 Iba 3541bs 740 Ibs 374 Ibs 864 Ibs 946 Ifs 341 Ibs 4421hs 5t 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2y 460 The 700 lbs N/A NIA N/A NIA 360 lbs. NIA N/A NIA WA NiA e82 lbs 885 lbs 11 4 Anchors @ 3"Min.O.C./(2)20 Angle Clips I(Fig.3), 760 The 780 lbs 680 lbs 156010s 1896 lbs 540 lbs 500 Ibs N/A MO Ibs 748 Ihs 880 Ihs 18M2 Ibs 682 Ibs 885 lbs 11 2 Anchors®0.46"Min.O.C.I U-Cllp,into,125"Alum.(Fig.4): NIA N/A NiA N/A NIA NIA WA NIA N/A N/A WA WA N/A N/A 7' 1 Anchor/F Cllp(Fig.5): 185 lbs 195 Ibs 225 ibs 445 Ibs 622 the 1351he 140 IN 777 lbs 370 Ibs 187 iha 332 lbs 473 lbs 170 lbs 2211113 2i 2 Anchors @ 1.16'Min.O.C,/F-Clip(F1g.8): 240 lbs WO lbs NIA NIA NIA N/A 1901 NIA NIA NIA WA NiA 341 fbe 442 The 51 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 _ E TABLES AND SHEET 25 FOR INFORMATI01% ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iS ALLOWABI rrtrl 1pf=R. TABLE 3A Mullion Capacity Table(Ihsle) Opening Width(for vertically-spanning mullions)or Opening Height(for hoilzorlWy-spanning mullions) 50 in 60 In 70 In BO In 90In 100 in 120 In 1 x 2.75 X Rectangular TrapfTriang. Rectangular Trap/TrIang. Rectangular Trap/Triang. Rectangular TiapfMang, Rectangular Trap/Tdang. Rectangular Traprrrlang. Rectangular Trap/Triang, Reetangu Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading loading Loadtn; Tuber. u y�� T! F3 V �i G !Z 13 V V N U A V U DN w O e�m IIrlUliiOn m o W c9 I a o `� u n c� $ >� a �• t�_ r C� W W @ G W S7 U'O vQ 'g V U U V z] C)_ _ •� (J_ _ ii ` `o CB o �`Q� c � �e 3 ; N �sd t t 3A 32x 321 � rca- 42 to 1T0.0 620 170.0 435 170.0 T44 170.0 478 170.0 868 170 0 506 170.0 982 170.0 5i9 170.0 111fi 17D,0 621 170,0 12b0 170,0 621 148.7 1301 170.0 6211 127.5 1: 48in 170.0 706 170.0 624 170.0 850 170.0 564 170.0 992 ViLfl 630 170.0 1133 170.0 661 151.E 1139 170.0 877 136.E ti39 170.Q 680 113.8 1139 170.0 680 97.6 1' 50,625In 170.0 747 170.0 5M 170,0 895 170.0 631 167,8 1032 170.0 684 146.8 1032 17D.0 723 130.5 1032 170.0 747 117.4 1.032 170.0 766 97.9 1032 170.0 766 63.9 1i 64In 170.0 797 170.0 612 161.3 907 170.0 691 1382 9o7 164.7 730 120.9 907 162.6 720 107.5 907 t45.0 714 86.8 907 141.1 710 80.6 907 140,0 Toe 69.1 9 60In 141.1 735 151.E 626 117.6 735 130.3 6'11 .100.8 735 116.0 699 B82 735 t082 580 78.4 735 99,6 583 70.5 736 96.1 578 58.8 735 91.8 574 50.4 7 63In 12119 fi66 130.0 570 101,6 666 111.5 657 87.0 666 98.9 647 76,2 666 90.5 538 67.7 668 83.9 631 60.9 M6 79.8' 526 50,8 OW 75.8 521 43.5 6 s 66In 106.0 607 152.4 522 88.3 6U7 96.1 5t1 75.7 607 86.0 501 662 607 77.1 493 58.9 607 71,6 488 53,0 607 67.6 481 442 607 83.4 6 3 , fi J 72 in 81.6 510 85.8 443 68,0 510 73.0 434 58.3 510 84.3 426 51.0 510 57.9 419 46.4 510 53.3 413 40.8 510 80.0 408 34.0 510 45.8 02 T6 In 69.4 466 725 400 67,8 488 61.7 392 49,6 458 54.1 305 43.4 458 48A 376 38.6 458 44.6 373 34.7 45B 41.6 W8 28.8 458 37.7 $62 24A 4 781n 64.2 435 67.0 $81 53.5 435 WA 373 45.9 435 49.8 $66 40.1 435 44.7 360 35.7 435 40,9 355 32.1 435 381 361 26.8 435 34.4 344 22.9 4 864. 41.8 327 43,5 290 24.8 327 36.4 285 29.9 327 31.8 260 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 266 17.4 327 21.0 262 14.9 96 in 34.4 287 35.A 267 28.7 287 29 9 252 24,6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.8 240 17.2 287 19.3 237 14.4 287 16.9 232 108In 242 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 227 76,0 195 t 1 t In 22,3 216 22.7 194 18.6 215 19.1 197 15,8 215 1fi.6 i88 120in 17.6 184 17.9 167 L 11 TABLE 3B Anchor Ca ity Table ibs Substrate: 2.7k Concrete 3.51;Cona. Hallow CMU Filled CMU PT Wood Anchor Type: 3/16"Elco Ultracon 414"Elco Wracon rdle,E100 3116"Eloo Ultraoon IN'Elco UEtracon 114"Ss©co 5116"Elco 1/4"SS Elco #SO steel 912 Steel #1 Anchor Clip Patterns Ultra= AggraGator Ullracon AggreGator Screw(o5) screw(G6) So Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 3.118" 1" 2-1/2" 1" 2-112" 2" 3118" 2" 0.48" 0.5'v Embedment(in): 1-314" 1-314" 1-3/4" 1 1-3/4" 2" 1-114" 14/4" 1-114" 1-114" 1.114" 1-114" 2" 13/8" 1 3/8" 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.7): 390 Ibs 390 Ibs 450 lbs 890 lbs 1e44 tbs 2701bs 280 Ibs 354 Ibs 740 Ibs 374 Ibis 664 tbs 946Ibs 341 We 442 lbs 4 Anchors Q 1.15"Min.O.C.I Standard(orOfiset)Clip(Fig.2): 480 Ibs 700 lbs N/A NIA NIA NIA 380lbs WA NIA N/A WA N/A 682 Ibs 085 Ibs t 4 Anchors Q 3"Min.O.C.I(2)?x5 Angle Clips/(Fig.3): 780 Ibs 780 lbs 6801bs 1560 lbs 189 6lba 540 Ibs 660lbs N/A 7e0 Ibs 748Ibs Boo Ibs IaW Ibs 682 Ibs 885 lbs 1 2 Anohors LID 0.45"Mtn.O.C.I U-Clip,into.125"Alum.(Fig.4): NIA WA NIA NIA N/A N/A NfA NIA NIA NIA NIA NIA N/A NIA ; 1 Anchor/F-Clip(Fig.5): 195 ibs 195 lbs 225 Ibs 446 Ibs 822 Ibs 135 lbs 140 The 177 Ibs 370.Iba 187 Ibs 332 Ibs 473 lbs 170 Ibs 221 Ibs ; 2Anohors all 1.15"Min.O.C./F-Clip(Fig.6): 240 lbs 350 Ibs N/A N/A WA NIA 1901bs NIA NIA N/A NIA N/A 341 Ibs 442 The t 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: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA I ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS TABLE 4A Mullion Ca city Table Vbs)9l) Opening Width(far vertically-spanrgr>g mullions)orOpening Height(for horizordafly-spandrQ minions) 50 in 60 In 70 in 80 in 90 in 100 in 120 In 1 H 2.75 X Rectangular TraplTdang. Rectangular TmplTdang. Rectangular TraplVang, Rectangular TraplTdang, Rectangular Ttap/7'dang. Rectangular Tmpffiiang. Rectangular TYap/7ding. Rectatr9u Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadint .680 Alum. Tube ._ a C - -6 s' L17 o a ..pp, Q,.� na.,c a. p, , n i,pQ . o. Q. Rig �x 12 `9Itl1YIIidn rp l0 G (d m C W G lQ G 19 10 C �q N G t7 N G {if K G �,j 4 G 4�G V'L'! V_ Cl"6 C? 'OV C�'O C7 O•t� V V �7 fJEs A o �C g p �• N�7 cioa � d� 9G ¢x err ME dxd`� h421n 170.0 ja 620 170.0 435 '170.0 744 170.0 478 170.0 668 170,0 506 170.0 992 170.0 519 1116 170.0 521 170.0 i240 170.0 521 170,0 1488 170,0 521 158.7 It 481n 170.0 708 170.0 624 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141,7 1417 i70,0 680 j 121.5 1+ 50.025In 170.0 747 170.0 663 170.0 898 170.0 631 170.0 1046 170,0 634 170.0 1195 170.0 723 162 8 1286 170.0 747 148.3 1286 170,0 7b8 121.8 1Z86 170.0 756 704.5 1: 54 in 170.0 797 170.0 612 170.0 958 170.0 $91 170,0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170.0 056 100A 1130 170.0 861 66.1 1' 601n 170.0 885 170.0 701 146.5 816 162.3 761 126.6 915 144.5 746 109,9 916 i323 735 97.6 915 123.0 726 87.9 915 118.5 720 732 915 114.4 715 82.8 9 63 in 151.8 830 161.9 710 126,5 630 138.9 694 105A B30 123.2 081 04.0 830 112.2 670 84.4 830 104.6 662 75.9 030 99.4 056 63.3 830 94.5 649 54.2 8 p 86 in 132.1 757 140.0 650 110,0 757 119.8 6W' 94.3 757 106.9 624 82,5 757 98.1 614 73.4 757 88.1 806 66,0 757 842 800 56.0 757 79.0 593 472 7 C 72in 101.7 630 100.8 552 64.8 636 91,0 540 72.7 1P736, 80.1 530 63.6 836 72.2 5Z1 58,5 636 66.6 514 [21.5 836 82.3 508 42.4 638 572 500 36.3 6 781n 66.5 571 90.4 498 72.1 671 76.8 488 8 , 67.4 479 54.1 571 80.0 471 48.0 571 55.5 484 671 51.8 4S9 36.0 571 47.0' 451 30,9 5 781n 80.0 542 83.4 474 66,7 542 70.8 465 511A 542 62.1 456 60.0 542 65.7 449 44.4 542 51.0 442 542 47.5 437 33.3 542 42.9 429 26.6 5 GO In 52,1 407 63.7 381 43.4 407 45.4 355 372 407 39.6 349 32,5 407 36.3 $43 28.9 407 32.1 338 407 29.8 334 21.7 407 26.1 327 18.6 4 96 in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.8 358 20.8 304 23.8 358 26.1 300 358 24.9296 47.9 358 21.0 289 15.3 3 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21,5 283 22.5 247 18.8 283 19.9 244 1$,7 283 18,0 240 283 16,5 237 Ili In 27.8 j 267 28.3 �2A2 �211 267 23.8 23a 19.8 267 20.6 235 17.3 287 18.3 231 is.. 267 16.5 228 120In 22.0 229 22.3 9 229 18.8 205 16.7 229 16.2 202 TABLE 4B Anchor Ca Ity Table(lbs) Hollow CMU Riled CIVIL! PT Wood Substrate: 2.7k Concrete 3,5k Conc. Anchor7ype: 311 F Eloo Ultracon 114"Elco Uitmeon 5/18"&1co 3/19"Efoo Ultracon 114"Elco Ultraccn 114"S3 Etco 5116"Elco 1/4"SS Eico MO Steel #123tee1 #1 Anchor Cltp Patterns Ultraooa AggreOator ultracon AggreGator Screw(05) Screw(G5) so Edge Distance pn): 1" 2 112" 1" 2-1/2" 3-118" 1" 2-1/2" 1" 2-112" 2" 34/8" 2" 0.48" 0.54° 1 Embedment(in): 1-3/4" 13/4" 1-3/4" 1.3/4" 2° 1-114" 1-1/4" 1-114" 1-114" 1-1/4 1-1/4" 2" 1.3I8" 1.9f8" 2 Anchors @ 4.76"Min.O.C./Standard or Offset Clip(Fig.I y 290 lbs 390 lbs 450 Ibs 820 Ibs 1644 Ibs 270 The 280 Ibs 354 Ibs 740 Ibs 374 lbs 664 Ihs 946lbs 341 Ibs 442 lbs 4 Anchors @ 1.15"Min.o,C,/Standard(orORset)Clip(Fig.2): 480 Ibs 700 Ibs N/A NIA NIA N/A 380 lbs NIA WA WA NIA WA 6821bs 8851b 1 4 Anchors @ 3"Min,O.C./(a)26Angle Clips/(Fig.3r 78O Ibs 78o Ibs 68o Ibs 1560 the 18961bs 540 Ibs 560 lbs WA 760lbs 740lbs 880 We 1892Its 682lbs 865 bs 1 2 Anchors @ 0.45"Min.O.C./U-Clip,rnlo.125"Alum.(Fig.4): WA NIA I NIA NIA WA N/A NIA N/A NIA NIA NIA NIA N/A N7A I 1 Anchor I F-Clip(Fig.5):l 195lbs 195 lbs 225 lbs 445 Ibs 822 Ibs 135 Ibs 140 We 171 Ibs 370 Ibs 187 lbs 332 Ibs 473 ibs 170 Ibs 2211bs a 2 Anchors @ 1,15"Min.O,CJ F•Cllp(Fig.0)-.1 240 Ibs 1 350 Ids NIA NIA WA NIA 190 Ibs WA N/A NfA NIA NIA 341 The 442 Ibs ; 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 91- 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, TABLE 5A Mullion Capactf Table bine) Opening VWdIth(for vertically-spanning mullions)or Opening Height(for hadzontalip-sparinirig mullions) 50 in 60 in 70 in 8010 90 In 100 in 120 in Rectangular Trp/Tdang- Rectangular TrapfMang. Rectangular Trapl7Nang, Rectangular Traplfdang. Rectangular Trap/Wang, Rectangular Trap/Tdang. Reclartgular Trapf iriang, Rectangu 1"x 3.125"x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading LoadnnD .500"Alum _ ? s z�s .. r. ., a .. Tube Mull c$ c (Q G (p CY l0 i0 v W R G N N lO Uf��..� l4 l0 m 10 ` ii� ci cipGp 0 cif ci s;� n na n �i , n vv o v� n caa o ati v a rJ U a c^ c^ e^ c S c^ ti E a^ $L c^ $, a^ �^ $ a^ $ a o `o b C P $ a3 .$ I C 41C OC o� .0'7 C .0 CJ t e za f3� vc av c � c c� ea vc o 0 0 �E EarcrS� t�cc � a - d`cr -d`- 42 in 170.9 629 170.0 435 170.0 744 170.0 478 17R0 868 170.0 508 170.0 992 170,0 519 170.9 1116 170.0 521 170.0 1249 170.0 521 170.0 1488 170.0 521 170,p i' 48 in 170.0 708 170.0 524 WD.0 850 170.0 584 170.0 992 170.0 630 f17O.O 1133 170.0 501 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 ITR 170.0 680 135.t 1! 50.625In 170.0 747 170.0 663 170.0 896 17o.0 631 170.0 1046 170.0 684 1195 170.0 723 170.0 1345 170,0 74717o.a 9a94 170.0 756 141.7 1495 170.0 756 12i.6 1, 54In 170-0 797 170.0 612 170.0 956 170.0 891 170.9 ilia 170.0 764 1276 170.0 803 166.1 1401 170.0 837 149.6 1401 170.0 856 124.e 1401 170.0 $61 1D6.8 1 601n 170.0 885 170.0 701 170.Q 1063 170,0 797 158.5 1166 vo.0 878 1156 187,0 028 123.3 1166 156.6 617 111.0 1 1158 149,71 010 92.5 1158 144.5 903 79.3 1- 631n 170.0 930 170.0 745 159.8 1049 170.0 859 137.0 1049 155.5 800 119.3 1049 141.7 846 106.5 1D49 1132.0 836 95.9 1049 129.5 828 179.9 1049 119.3 820 EMS 1+ G 661n 166.6 955 170.0 769 139.0 "955 151.3 804 t19.1 965 133.7 768 104.2 056 121.4 775 92.8 955 1 112.8 765 83A 955 106.4 757 69.5 955 09.8 749 69.6 9 72 In 128.5 803 134.9 697 107.0 b03 114.9 882 91.8 8D3 101.1 670 80.3 003 91.2 659 71.4 803 83.8 649 64.2 803 78.8 642 53.5 803 72,2 63Z a5 9 8 78 in 109.2 721 114.1 629 91,0 721 97-0 616 78.0 721 85.1 605 68.3 721 76.5 505 60.7 721 70.1 See 54.6 721 65,4 579 45.6 721 59.4 589 39.0 7 781n 101.0 684 105.4 609 04.2 684 89.4 587 72.2 684 78.4 578 63.1 684 70.4 S67 56.1 684 64.4 558 50.5 684 59.9 551 42.1 884 54.1 541 36,1 6 90in 06.8 514 67.9 456 54.8 514 57.3 448 47.0 614 6040 440 41.1 514 44.8 433 36,5 1 514 40.5 427 32.8 614 37.3 421 27A 514 133.0 412 23.6 5 96 in 54.2 452 $5.7 404 45.2 452 47,0 396 38.7 452 40.9 390 33.9 452 3814 384 30.1 452 32.0 378 27.1 452 30,3 373 22.6 462 26.6 305 19A 4 1081n 38.1 357 38.9 322 31,7 357 32.7 317 27.2 357 28.4 312 23A 357 25.2 $08 21.1 357 22.7 303 19.0 357 20.6 299 15.9 357 18.0 293 13.6 1I1 in 36.1 338 35.8 306 29.2 336 30.1 301 26.0 338 26.1 296 21.9 338 23,1 292 19.5 338 20,8 E 17.6 338 19.0 284 14.6 338 16,5 278 12.5 2 12D In 27.7 289 28.2 263 23.1 289 23.7 Z59 19,8 289 20.5 256 17.3 269 18.1 252 15.4 289 16.3 13.0 289 14.9 246 11.8 289 12.8 240 TABLE 5B AnchorCapaci Table nosy Substrate: 2.7kConcrete s4leconc. HoilowCMU Fllledemu PT Wood Anchor type: W16'EICo UftMon 114"Ne0Ulttat:dn &FIT Elea V101 Elea Mae an 10"ElcoUllydcon 1/4"SS Elea 5[16'Elco W'SS Elro #10 Steel #12 Steel t41 Anch"Clip Patlems Uitracon AggreGator Ultracan AggreGator Screw(W) Screw(M) Sn Edge Distance On). 1" 2-112' 1" 2 t12' "/W 1" 2 t/2" 1" 2-1121 2" 3418" 2' 0.1w Ernt>edinent n: 1-3/411 1-W' 1-301 1-314" 2" 1-114" 1-1/4" 1-1/4" 1-1/4" 1.114" 14MI, 2' i-316" 2 Anchors @ 4.75'Min.0.0-1 standard ar otlset Clip(Fig 1y 3W Ibs 390 Ibs 450 Ibs 8901hd 16441bs 270 Ibs 200 Ibs 354 lbs 740It s 374 Ids 6641bs 046 its 341 Ibs 4421bs 4 Anchors @ 1.15"Mtn.O.C-/Standard(or Oltset)Clip(Fig.4 480 Ma 700 lib NIA N/A ¢J/A N/A 3eo ilb NIA N/A NIA N/A WA 6821he a8S Its 1 4 Ant hors @ 3"Min.O-C.1(2)W Angle Clips I(F10.4 780 Ibs 780 Ibs 6W Ibs 1560 Ibs 18961bs 6401be 560 Ile N/A 7801be 746 Ibs "o Im 1892 Ite W21bs ass lbs 1 3Amhors @ 0.45"Min.0,0.1 U-011p,inlo.125"Alum(FIg.4y NIA NIA NIA N/A NIA N/A WA N/A WA N/A NIA NIA NIA WA 1 1 Anchor/F�Clip(Fig,,6): 195 IDS 195 lbs 2W Ibs 445 Ibs an Ibs 1351bs 140 Ibs 177 Ibs 370169 187 lbs 332 Its 473 IN 170lbs 221 Ibs i 2 Anchors @ 1.19'Min,O.CJ F-CIip(FIg.6y 24D'Ibs 350 Ibs NIA WA WA NfA 190 Ibs WA N/A NIA NIA NA 34-1 Ibs 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: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI i� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A Mullion Capacity Table(lbs1e) Opening Wicitin(for vertically-spanning mUllons)or Opening Height(for horizontally-spanning mullions) 50 in 60 In 70 in 8o in 1 90111 100 in 120 in Rectangular Trap/Trlang. Rectangular Trap/Wang. Rectangular TraplTdang. Rectangular Trap/iNang. Rso gWor Trap/iYfano- Rectangular Trep/Tdang, Rectangular TraplTriang, Re4larrgrr 1 X 4 x.125 loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube ,, Z �, Ii11ttII1Q11 0 0.. n o r. a s+ n o v o u o o.. c+.. Tu o c-.. a o u n a a �' ?s° c a a L0 )a° a m '0 ' �° w m '° �°g' ro g m ro m m �aEL 8 O wQ r�i S (3-. a e^ o �E c^ ® c o >^ c^ 6 `o c,. $ ° s b cr. `o _•• `o c�' `o c OR .c s .e 9 .c 9 3 r.�._ L •C �Oj -� 42in 170.D 620 170,0 435 170,0 744 170.0 478 170.0 868 170.0 505 170.0 992 170,0 619 170.0 1116 170.0 621 170.01 1240 170.01 621 170.0 1488 1 170.0 521 146.8 1r 48 in 170.0 708 170.0 524 170.0,1 850 1 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 .170.0 680 130,3 1303 170.0 680 111.7 1= 50.625In 170.0 747 1 170.0 $63 170-0 886 170.0 631 170,0 1046 170.0 664 170.0 1185 170.0 723 156.1 1236 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 15 64in 170.0 797 1 f70.D 612 170.0 966 170.0 691 170.0 1116 170.0 754 104.4 1158 170.0 803 137.2 1150 170.0 837 123.8 1156 170.0 866 1D2.9 1158 170.0 861 88,2 1; 601n 170.0 065 170.01 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 1146.7 815 111-21 1042 1 136,8 801 100.0 10421 130.2 791 1 83.4 1042 125.1 782 71.5 11 831n 170.0 930 170.D 745 151,2 992 163.6 918 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 1 121.4 766 00.7 1 992 114.0 758 76.6 992 108.4 745 64.8 9 66In 165.4 947 170.0 789 137.E 947 146.0 786 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 1022 727 68,9 947 95.1 713 69.1 9 72 in 136.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84,9 849 86.4 698 76.5 849 88.7 606 67.9 640. 82.7 676 56.8 849 76.3 659 48.5 8 761n 116.5 762 120.7 665 96.3 762 102-6 662 82.5 762 00.0 640 72,2 762 80.9 620 64.2 762 74.2 620 67.8 762 69.2 613 48.1 762 62.8 602 41.3 7 2 781n i06.9 724 111.4 634 88.0 724 94,6 621 76.3 724 02.9 609 66.8 724 74.4 599 69.4 724 68.1 591 63.4 724 63A 583 44.5 724 67.3 573 36.2 7 90 in 69.6 643 71.8 483 68.0 543 80.7 474 49.7 543 62.9 466 43.5 643 47.1 458 38.6 643 42.8 462 34,8 643 39,5 44S 29.0 643 34.9 436 24.8 5 961n $7.3 478 66.9 427 47.6 476 49.7 419 40.9 478 43.2 412 35.6 478 38.0 406 31.8 478 34.8 400 28.7 478 32.0 395 23.9 478 28.1 306 20.5 4 Iva In 40.3 377 41.1 341 33.5 377 34,6 335 28.8 377 30.0 330 251 377 26.6 325 22.4 377 24.0 321 20.1 377 22.D 317 16.8 377 19.0 310 14.4 3 111 in 37.1 357 37.8 323 30.9 357 31,8 318 26.5 357 27.6 313 23.2 357 24.A 309 20,6 357 22.0 305 18.5 M 304 15.4 357 17.4 294 120in 29.3 308 29.8 279 24.5 300 25A 274 21.0 306 2i.7 270 1&3 306 19.2 287 ISA 306 17.3 263 144 In 17.0 212 17.2 196 TABLE 6B Anchor Cat) Ity Tablefibs) Substrate:r3/16" 2.7k Concrete 3,5k Cone. Hallow CMU Filled CMU FT Wgod I b/16"Eloo 114"85 Eloo 5118"Eloo 1/4"SS Eloo 010 steel #12 6teel #1 Anchor Clip Pattents Anchor typeo UHracan 1J4"Elco Ultracon Ultracan 3/18"Elco Ultracon 1!4"E1co Ultracon AggreGator Ultrocon AggreGator Screw(G5) Screw(05) aw Edge Dlstanoe(inr2-112" 1" 2-112" 3-116" 1" 2-112" 1" 2-112" 2" 3.1/8' 2" 0.,W 0.54"Embedment(In): 1.3/4" 1-3/4" 1-314" 2" 1-114, 1-1/4" 1-1/4" 1-114" 1-1/4" 1-19, 2- 1-3/8" 1-318" 2 Anchors @ 4.76'Mln,O.C./Standard or Ofleat Clip(Mg.1&2y 390 lbs 3901bs 450 Me 890 Ibs 1644 lbs 27D ms 280 be 354lbs 740 lbs 374 lbs 664 Ibs 946 lbs 341 Ibs 442!be 6 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.3y 700 lbs 700 Me 580 lbs 1410 lbs 952 lbs NIA 560 The NIA 630[be N/A 080 We NIA 662 ibs 886 lbs 1' a Anchors @ 1.15'Mtn,D.C./standard(or Offset)Clip(Fig.4): 960]be 1400 We N/A NIA NIA NIA 7601be NIA NIA N/A N/A WA 1363lbs 1770 lbs 2; 4 Anchors @$"Min.Q.C.1(2)2K5 Angle Clips I(Fb.by 780 We 780[be 680 lbs 1580 lbs 1896 Ibs 540 We 660 the NIA 7601be 748lbs 080lbs 1892 lbs 662 lbs 885 lbs 1' 6 Anchors @ 3"Min.O.C./(2)20 Angie Cups I(Fig.6): 11701bs 1170 Ibs 1020 The 2340lbs 2844[be 810 We 840 lbs I NIA 11401be 1122 lbs 1320 lbs 2838[be 1022 lbs 1327 lbs 11 4 Anchors @ 0.45"Min.O.C.!U-Clip,into,125"Alum.(FIg.7): NIA N/A NIA N/A N/A N/A N/A NIA N/A 1,11A N/A NIA NIA NIA 1, 2 Anchors @ 2..25"Min.O.C./F-Clip(Fig.8): 350lbs 350 lbs 290lbs 705lbs 1 476 Ibs I NIA 280 Ibs NIA 315lbs N/A 440 Me N/A 341 Ibs 4421bs 8 --- ----- 4 Anchom @ 1.15"Min.D.C./F-Clip(Fig.9j: 480 Ibs TOa!bs N1A-N1A N/A-NIA-3801tis---N/A N1A N!A---NIA N1A--68.2 Ibs 8851bs t -NOTE:-EOR THE OFE$ET CLIP-,_USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2; FIGURE 3: FIGURE 4; FIGURE 8: FIGURE 9:_ I N cr==QWr-I=T I r-nR IMATRI 1rTlnMq nM I ICINr;THE TART FS AND GHFFT 95 FOR Its TABLE 7A Multiort Capacity Table Qbs/litz) Opening WidM(for vertically-spanning Wflons)or Opening Height(for horizorlizifly-spanning mullions) 50 In 60 in 70 In 801n 90In 100In 120 in 1 X 4 X.375 Rectangulat TlraplTdang. Rectangular Trap/Trieng. Rectangular 7tap/Triang. Rectangular Traplltlang. Rectangular Trap/Triang, Rectangular Trap/Wang. Rectangular Trap/Tdang. Rectan Loading Loading Loading Loading Loading Loading Loading Loading loading Loading Loading loading Loading Loading Loads Alum.Tube a o u ' .+ N N W W l0 Ia f0 N N N N W W 4mQ �tR4q/ �10p I{�6' N h aItps �q N �(p0 a �C iVl a0 �p 0..�. c a a a 4 CIE c7 V U•c U C7 V D V-q 47 t 9 _ V_ Mullion o � 19 421n 170.0 620 170.0 435 170.0 744 170.0 474 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170,D 1240 170.0 521 170.0 1486 170.0 621 170.0 481n 170.0 708 170.0 524 170.0 050 170.D 684 170.0 992 170.0 S30 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 170D 170.0 680 170.0 50,625In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 ISM 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 755 170.0 1793 170.0 756 156.0 64In 170.0 797 17D.0 612 170.0 956 170.0 681 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 868 159.9 1799 170.0 861 137.1 60In 170.0 885 170.0 701 170.01 1063 170.01 797 1 170.01 1240 170.0 678 t70.0 1417 170.0 944 1 1704 1594 170.01 996 155.5 16191 170.0 1033 129.6 1619 170.0 1063 111.0 63In 1 170.0 930 1 170.01 745 170.0 1116 170.0 860 170.0 1302 170.0 940 170.0 1468 170.0 1016 166.7 1542 170.0 1076 141.0 1642 170.01 1122 117.5 1542 168.5 1158 100.7 .0 661n 170.0 974 170.0 709 170.0 1169 170.0 003 V0.0 1364 170.0 1002 160.6 1472 170.0 lose 142.a 1472 165.8 1148 128.5 1472 1158.8 1130 107.1 1472 147.8 1108 91,8 721n 170.0 1063 170.0 •878 170.0 1275 170.0 1009. 15D.6 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.D 937 149.6 1184 159.4 1013 128.2 1184 139.0 994 112.2 1184 125.7 978 99.7 1184 115.3 964 09.8 11134 107.5 952 74.8 1184 97.6 936 94.1 78 in 166.1 1124 170.0 967 138.4 1124 147.01 965 118.E 1124 128.6 947 1 103.8 1124 115.6 931 92.3 11241 105.8 918 83.0 11241 96.5 SW W1 1124- 89.0 890 59.3 90in 100.1 644 111,5 750 90.1 B44 94.3 736 77.2 844 82.1 724 67.0 844 73.3 712 60.1 844 1 66.5 702 64.0 644 WA 693 46.0 844 54.2 678 36.6 96 in 89.1 742 91.6 663 74.2 742 77.2 662 63.8 742 67.2 641 66.7 742 59.0 631 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.6 108in 62.6 586 63.9 53D 52.1 See 63.0 621 44.7 586 46.6 513 39.1 586 41.4 606 34.8 586 37.3 498 31.3 58e 3422 4992 20.1 586 29.6 481 22.3 Ill In 67.6 655 $8.8 503 48.0 555 49.5 495 41.2 555 42.9 1 487 36.0 655 38.0 460 32.0 $55 34.2 473 28.8 655 31.3 467 1 24.0 $55 27.1 457 20.6 1201n 45.6 476 46,4 433 38.0 476 39.0 420 32.6 475 33,7 420 28.5 475 29.8 414 26.3 475 26.8 409 22a 475 24.5 404 19.0 476 21.1 395 16.3 144In 26.4 330 20.7 305 22.0 330 22.4 301 16.9 330 IS.3 297 18.6 330 17.0 293 TABLE 7B Anchor Cap Ity Table lbs Substrate: 2.7k Concrete 3.5k Conc, Hollow CMU Filled CMu PT Wood AnchorType: 3116"Boo Ultraoen 1/4"Elm Ultraoon 5I16"Boo 31le Boo Ultracon 1/4"Elao Ultracon 1/4"SS Boo 5/16"Elco 114"SS Elco #10 Steei 912 Steel #1 Anchor Clip Patterns Ultramn AggreGator Ultracon AggreGator Screw(W) Screw(G6) Sol Edge Distance(in): 1" 2-1/2" 1" 2-112" 3-1/8" 1" 2-IM 1" 21/2" 2" 3-1187 2° 0.48" D.54" Embedment(In}: 1.3/4" 1-3M., 1-3/4" 1-3/4" 2" 1 t/4" 1-1/4" 1-1/4" 1-iw 1-114" 1414" 2" 1-3/8" "to" 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1a2r 390 Ibs 390 ibs 460 Ibs 890 Ibs le44 ibs 270 Ibs 2801bs 3541bs 740 fbs 3741bs 864 Ibs 946 Ihs 341 Ibs 442 Ibs 5 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.Sy 700 Ibs 700 Ihs 580 We 1410 Ibs 952 lbs NiA 560 Ibs N/A 630 lbs WA 880 Ibs NIA 682 Ibs 885 Ibs 1- SAnchors @ 1.15'Min.O,C.i Standard(or Offset)Clip(Mg.4} 9601be 1400 Ibs NIA NIA NIA NIA 760 The N/A NIA NIA J4401bs NIA 1363 ibs 1770 Ibs 2: 4 Anchors @ 3"MIn.O.C./(2)2x5 Angle Clips/(Fig.5): 780 Ibs 76D Ibs 680 Ibs 1560 Ibs 1895 Ibs 540 Ibs 560 Ibs NIA 760 Ibs 748 Ibs 1892 Ibs 682 lbs 886 Ibs t 6 Anchors @ 3"Min.O.C./(2)20 Angie Clips I(Fig.6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 2844 lbs 610 Ibs 840 lbs NIA 1140 lbs 1122 lbs 2838 Ibs 1022 Ibs 1327 Ibs 11 4 Anchors @ 0.45"Min.O.C,/U-Clip,Inlo.126"Alum.(Fig.7� NIA NIA NIA NIA N/A WA NiA NIA NIA NiA N/A N/A NIA 1, 2 Anchors @ 225"Min.O.C./F-Clip(Fig,8): 3501be 350 Ibs 290 lbs 705 Ihs 476 Ibs NiA 280 Ibs NiA 315[be NIA NIA 341 Ibs 442 Ibs 6_4 Anchors @ 1.15"Min.4.Cd F-Clip(Fig•91: 480 The 709Ibs N/A NIA NIA NIA 380 ibs NIA NIA N/A WA 1 682 Ibs e85 fbs 1' _NOTE_EORTHE_OFFSET CLIP_,_USE THE SAME_ANCHOR_PAT_TERI LAND-ANCHOR VALUES_AS THE_STANDARD_CUP_.- TABLE NOTES: cr�i roc,• Fit;1 lF?F 9• FII;I IRF 3 FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INF( TABLE 8A Mullion Capacity Table(lbs/iel Opening Width(forvetllcally-sparinirlg mullions)or Opening Height(for horizotlta"panrting mullions) 50 in 60 in 70 In 80 in 90 In 1OD in 120 In 1.25"X Rectangular TraplTdang. Rectangular. TraplTriano. Rectangular 7hmpMang. Reotangular 7Fap/Triang. Rectangular T1ap/Trlang. Rectangular Trap/Tdahg. Rectangular TraplTriang. Rectan Loading Loading Loading Loading Loading Loading Loading Loading Loaing Loading Loading Loading Loading Loading Load 3.188"x .265"Alum 2~ 2 � � _ _4 F �� 42 m_ R m.. a .� a v a E a A o�r. 0 10,.. {{q� m'e�' (spa q m ,�pp K m am �° 4 3 a. 6,V G.G '2°. Tube Mull m R S a EL S � PL� E. I;°c � � � m'� N JL°G a�1G G'^II C G w m o 0 F'i o c oi� of oi� qr3d.1 x� o �- o 2. �� Yc� a �c Q� Ica �aQ= �c C tX r=a ¢trc dc' (r .macs 21- 0C a -- 42in 170,E $20 170.0 4M 170.0 744 170.0 478 170.0 866 17D.0 506 17D.0 992 170.0 519 170.0 1116 170.0 $21 170.0 1240 170,0 521 170.0 1488 170.0 621 170.0 481n 170.0 708 170.0 624 170.0 860 170.0 5% 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1Z75 170.0 677 170.0 1417 170M 680 154.8 1548 170.0 680 132.7 50.625in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1C46 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 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 637 146.8 1376 170.0 856 122.3 1376 170.0 861 iO4.8 601n 170.0 885 170.0 701 170.0 1D63 170.0 797 158.91 1155 170.0 876 139.0.1 1158 167.4 930 123.61 1168 1 156.8 919 111.2 1156 150.0 1 912 92.7 1158 144.8 905 79.4 63 In 170.0 930 1 170.0 1 745 '160.1 1051 f 170.0 650 137.2 1051 165.9 862 1 120.1 1051 1 142.0 848 106.7 1051 132.3 837 90.1 1051 125.7 530 $0.1 1051 119.5 822 68.6 66In 167.1 957 17D,0 789 139.3 957 151.6 805 119.4 957 134.0 790 1 104.4 957 1 121.6 777 92.8 957 112.8 767 1 83.6 957 106.6 759 69.6 957 100.0 750 69.7 m 72in 128.7 804 135,2 698 107.3 604 115.2 684 91.9 804 101.3 671 80.4 604 1 SiA 660 71.5 804 84.1 00 64.4 004 78.8 643 53.8 804 72,3 633 46.o .j 761n 109.4 722 114.4 630 912 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 696 60.8 722 70.3 588 64.7 722 65.5 580 46.0 722 69,5 670 39.1 7816 101.2 685 105.8 600 04.4 685 89.3 588 72.3 05 75.6 577 63.3 685 70.5 666 56.2 685 04.5 560 60.6 685 60.1 553 42.2 685 64,3 542 36.2 SO In 65,9 615 68.0 467 54.9 615 57.5 449 47A 515 1 50.1 441 41.2 516 44.7 434 30.8 515 40.6 428 33.0 616 37.4 1 422 27.5 515 33.1 413 23.5 96In 64.3 453 65.6 404 45.3 453 47A 397 36.6 453 41.0 391 33.9 453 36.4 386 30.2 453 33.0 379 1 27.2 453 30.4 374 22,6 453 26.6 1 $66 19.4 1081n 38.1 368 39.0 $23 31.8 356 32.8 318 27.2 358 28A 313 23.8 358 25.2 308 21.2 358 22,7 304 19.1 358 20.8 300 15.9 $56 18,0 293 III In 35.1 338 35.8 306 29.3 336 30.1 301 26.1 338 26.1 297 22.0 336 23.2 293 19-6 338 20.9 289 17.6 $38 19.1 285 1201n 27.8 290 28.3 264 23.2 1 290 23.8 260 10.9 290 20.6 266 17.4 290 18.2 253 t6.4 290 16.4 249 1441n 16-1 201 18.3 186 TABLE 8B AnchorCapecity Table ibs) Substrate; 271cConcrete 3.6kCone. HdIowCMU KeaCMU KWood Sri a,EIcO 114"SS EICO 5116"EICO 114"'SS Eko 010 Steel #126ieel 41 AnchorClip Pattarrts Anchor Type 3/16'Elco UIlracon f/4"EIcoUIIraCOR UOtac 3116'EicouitcaeoF► i/4"EIcoUlr2cart AggreGator UMcon AggreGatcr Screw(GS) screw(Go-) Sc Edge Distance ft 1" 2-1/2' 1" 2-112, 3-1/8" 1" 2-if 2" 1" 2-112, 2" 3.1/6" 21 0,481 0.w EhlbednenQ n: I-MI A-W4" 130, I-W' 2 1-1/4" 1-114, 1-114° 1 114" 1.1/4" 1-1191 Z' 1-3r8" 1 w 2Anchors @ 4.76'Min.O.C.I StandaW or 01set Clip(Fig U 390 IDS 390 tbs 450 Ibs 890 Ibs 1644 tbs 00lbs Zffl ft 3541133 740 lbs 374 Ibs 664 Ibs 9461bs 341 Ibs 442Ibs ? 4 Anchors @ 1.16'Min.0_C_I Standaid(or Offset)Clip(FIB.2r 480 IbS 700 Ibs NIA WA NSA NIA $80 Ibs NIA WA NIA N/A WA 682 Ibs eas 1bs 1 4 Anchors @ W RAIL O.C./(2)W Angle Clips/("rig.3} 780Ibs 760 Ibs 68O tbs 159D Ibs 1696Ibs 5401bs 560 Ibs N/A 76011s 745 IN 880 Ibs 1892 Ibs 6821b3 885 its 1 4 Arc hors @ 0.45"Min.O.C./U-Clip.Into.126"Alum.(Flg 4) NIA NIA WA WA N/A NIA WA NIA WA N/A WA NIA N/A NfA ? 1 Anc nor/F-Clip(199.5k 195 Ibs 195 Its M Ibs 445 IW- 822 Ibs 1351bs 140 Ibs 177 Ibs 370lbs 787 Ibs 332 Ins 473 I s 170 fbs 221 lts 2 2 Anchors @ 1.15'MIN O.CI F-Clip g.6r 2401bs 350 The N/A NIA NIA N/A 190 Ibs N/A NIA NSA N/A N/A 3411b5 442 tbs NOTE:FOR THE OFFSET CUP,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 26 FOR IN! ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 9A Mullion Capacity Table(Ibslff Opening Widtb(for vertically-spanning muiiions)or opening Helubt(for horizontaRy-spanning mulliotls) 50 in 60In 70In 80In 90 In 100 In 120In 1401n 1.25 x 3.25 Rectangular lYdpl7tiang, Rectangular Trap/Tdang. Rectangular Trap/Wang. Rectangular TraplTrleng Rectangular 7laprfdang. Reatengular TdLP 61eng Rectangular TraplTriang. Rectangular l Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.'100 Alum,Tube k? 9p r Zt, 2: Mullion ��p yyippp j{"pQy }gyp_ ��p ��Q jp s }M� V V q U V v V V lJ V CJ U V U 'Q C L F p $ tY 4t� 4L" LY LU = �_ 42in 170.8 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170,0 619 170.0 1118 170.0 S21 153,3 1118 170.0 52i 127,7 1118 170.0 $2i 109.5 1f18 1' 48In 170,0 708 170.0 524 170.0 850 170.0 684 167,E 978 170,0 630 146.7 978 170.0 061 130.A 97B 170.0 677 117.3 978 170.0 e80 07.8 978 170,0 080 83.8 978 1' 50.620In 170.0 747 170.0 563 170,0 896 17o.o 831 150.7 927 170,0 684 131.9 927 106.8 708 111.2 927 159.1 699 1o5.5 927 15s.3 69B 87.9 927 168.3 t195 75.4 927 11 841n 170.0 7137 170,0 812 154.5 869 170.0 69f 132.E 889 153.9 863 116.9 869 144.8 669 103.0 869 134.0 680 92.7 869 129.8 654 77,3 869 126.8 652 66.2 869 1: 80In 143.2 746 163.8 624 119.4 746 i32.3 620 102.3 748 117.8 608 89.6 746 107.E 509 79.6 746 101.0 592 71.6 746 06.0 587 S9.-/ 746 93.3 583 51.2 746 £ 63in 123.7 677 132.0 679 103.1 877 113.2 668 88A 677 100,4 665 77.3 677 91.4 646 88.7 677 95.2 639 61.9 677 84.0 634 51.6 677 77.0 699 44.2 677 7 t 65In 107.8 617 114.1 $30 89.7 e17 97.6 549 76.9 627 88,3 609 67.3 817 76.3 600 59.8 617 72.8 494F44 617 68.7 489 44.8 917 84A 483 38.4 017 1; "1 72in 82.9 518 87.1 460 60,1 618 74.2 440 59.2 518 85.2 432 51.8 510 68.8 425 46.1 518 84.2 419 618 WJ 414 34.5 518 48.6 408 29.6 518 4 G a 76in 70A 465 73.7 406 58:7 466 82.8 398 60.3 465 .54.9 390 44.1 466 49.4 384 38.2 465• 45.3 378 406 42.2 374 29.4 466 $8.3 387 25,2 465 78 In 65.2 441 88,0 387 6q,3 441 67.7 379 48.8 441 80.8 372 40.8 441 46.4 366 36.2 441 41.6 360 441 38.7 356 27 2 441 34.9 349 23.3 441 00In 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 28.5 332 20.8 280 23.8 332 20.1 276 332 24.1 272 17.7 392 21.3 260 18.2 332 1 961n 35.0 291 35.9 280 29.1 291 30.3 258 25.0 291 26.4 262 21.9 291 23.5 248 19,4 291 21.3 244 17.6 291 18.6 241 14.6 201 17.1 236 12.5 291 1 108fn 24.6 230 25.1 208 20.6 230 21.1 206 17.5 230 18.3 201 15A 230 18.2 198 111 ht 22.8 218 23.T 197 f8.9 218 19A 194 162 218 18,6 191 14,1 218 14.9 18B i201n 17,9 187 18,2 170 14.9 187 15.3 167 TABLE 96 Anchor Ca aalty Table bs) Substrate: 2.7k Concrete 3.5k Cone, Hollow CMU FBIed CMU PT Wood 114"SS Elco 5/18"Elao 1/4"SS Elco 410 steel #12 Steel Ili Artohor7ype: 3116"Eico Ullmcan 114"Moo Ultraoon 5Ultr Elao 3/78 Elco lfilraoon 114"Elco Ulltaoon AggreGator Ultrecon AggreGalar Screw G Screw G5 Sol Anchor Clip Patterns ultmonn ( � ( ) Edge Distance Qn): 1" 2-1/2" 1" 2-U2" 3-118" 1° 12-if2" 1" 2-112" 21 3-119, 2" 0.48" 0.54" Embedment(in): 144" i-V" 13/4" 1-314" 2" 1-i14" 1 1-1/4" 1 4/4" 1 1!4" 1-1/4" 1-1/4" 2" 1.316" 1-31W 2 AW41ars Q 4.75°Min.0.0.1 Standard or Offset Gip(Fig.1k 390 Ibs 390 Ibs 460 lbs 890 Ibs 16g4 Ibs 2701bs 280 lbs 354lbs 740 Its 374 Ibs 664 The 945 Ibs 341 the 442 Ibs 5 4 Anchors @ 1.15"Mln.O.C./Standard(or Offset)Clip(Fig.2X 480 Ibs 700 Ibs NIA N/A N/A NIA 380 ibs NIA NIA N/A NIA NIA 6821bs 8851bs I. 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clrps I(FIG.3): 780 Ibs 760 Ibs 880 Ibs 1560 the 1898 lbs 640 Ibs 560 The NIA 760 Ibs 748 lbs Sao Ibs 1892[be 682 lbs 8851be 1' 3 Anchors®0.64"Min.O.C./U-Clip,Into.100"Alum.(Fig.4): N/A NIA WA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA 9 1 Anchor/F-Clip(Fig.5k 1051bs 195lbs 2251ba 445 Ibe 8221bs 1351bs 140 Ills 177lbs 370 Ibs 187 Me $32 Ibs 473 Ibs 170 Ills 221 Ibs 2 2 Anchors Q 1,15"Min.O.C./F-Clip(Fig.6r 240 lbs 350 Ibs NIA NIA NIA NIA 190 Ibs 1 NIA WA N/A NIA NIA 341 Ibs 442IN 5 - _ - FIGURE 1: FIGURE-2; TABLE NOTES: ® ® JIB ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORN ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 91A Mullion Capacity Table pbsNe) Opening Width(farvedically-spanning mufflions)orOpenitlg Height(fnrhorizontally-spanning mullions) 50 in 60 in TO in 80 In 90 in 100 in 120 in 140 in 1 Z5 x3 94 Rectangular TrapJTriang_ Rectangular TrapJrdang. Rectangular TraptTriang. Rectangular TrspJTdeng. Rectangular Trap/rdzng. Rectangular Traplrriang. Rectangular Tfsp/rdang. Rectangular Loading Loading Loading Loading loading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading x.624 Alum.Tube a rs" c r A a L C r a .� ,i„ 'o u.-. u oc u o Mullion QG� N m ro N m m w ro m N N W N m�D m W N W m N W W N ro ro N m ro N W W Mullion m N G W T G N N G N q 6J� 6 6D ,p p GD D a 0.D L LLD S1 �D F1 0- ' W m W W cs W m e m m CY m ro v m m e m m e ro roc m m G m c m m n U V U Vo U U V U v U E �'i ?+ e " q a e S L a >gb e m r8 Q E c is e 3 o 'a uA u Q n y o o 'm ty a�rr err s d`rx � fir~ � � tr~ iG " .2 € ¢� $� � >Y 1 42 In 170.0 620 170.0 436 170.0 744 170.0 478 170.0 068 170.0 506 170.0 992 170.0 510 170.0 1116 170.0 621 170.0 1240 110.0 521 170.0 1488 170.0 521 170.4 1735 1 481n 170.0 798 t70.0 624 170-0 050 170.0 584 170.0 992 170.0 630 170_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 1983 1 S0.625 in 170.0 747 170,0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 T56 179.0 1793 170.0 756 170.0 2092 1 Min 170.0 797 170.0 612 170-0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 937 170.0 1694 170.0 856 170.0 1913 170.0 881 170.0 MI 1 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170-0 078 170.0 1417 170.0 944 170.0 1594 1T0.0 896 1TDA 1771 170.0 1033 179A 2125 170.0 1063 148.3 2183 1 63in 170,0 930 170.0 746 170.0 11116 170.0 060 170.0 1302 170.0 940 170.0 1480 170,0 1016 17Q.0 f673 170.0 -1076 170.0 1869 170.0 1122 155-9 2060 170.0 1169 134.5 2060 1 I IM 66In 170.0 974 170.0 769 170.D 1169 170.0 903� 170.0 1364 170.0 1002 170.0 1658 17D.0 1Q-86 170.0 1763 170.0 1165 170.0 1948 170.D 1210 143.4 1966 170.0 12T5 1226 1966 f c � 721n 170.0 10fr3 170.0 979 170.0 1275 170,0 1009 170.0 1488 170.0 i126 170.0 1T00 170.0 1228 154.1 1734 170.0 f3i5 138.7 1734 169.8 1386 115.E 1734 165.9 1364 99.1 1734 1 S 781n 170.0 1122 17D,0 937 170.9 1346. 170.0 1000 160.5 ISM 170.0 1209 147A 1566 165.2 1285 13f_1 1556 151.5 1266 117.9 1556 141.3 i251 98.3 1556 f28.3 1229 842 1556 1 3 78in 170.0 1161 170.0 967 170-D 1381 170.0 1116 166.9 1477 169.3 1245 13e.4 1477 152.0 1224 1212 1477 139.1 1206 109.1 14TT 129.5 1191 90.9 1d7T 116.9 1f69 77 1477 1 M go in f42 0 1110 1465 906 118A ti10 123.9 968 101,5 1110 167.9 961 68.8 1110 9fi3 936 T8.9 1110 87.E 922 71.0 1f10 80.7 910 592 1110 71.3 091 50.7 1110 E 96in 117.0 975 120.3 872 97.6 976 101.6 856 83.6 975 88.3 842 73.2 976 79.6 829 66.0 975 712 817 58.5 975 GSA 807 48.8 975 57.4 789 41-e 976 i 108 in 822 771 84.0 696 68,5 771 70.7 685 683 771 61.$ 674 61.4 771 54.3 684 46.7 771 49.0 655 41.1 771 44.9 $47 34.3 771 38.9 632 29,A 771 Ill in 76.7 730 77.3 801 63.1 730 65.0 660 64.1 730 66.3 640 A7.3 730 49.9 631 421 730 45.0 622 37.9 730 41.1 614 31,E 730 35.6 600 27.0 730 120in 59.9 624 61.0 669 49.9 624 51.2 660 42.8 624 44.3 662 37.5 624 39.2 544 33.1 524 35,3 637 30.0 624 32.2 631 25_P 624 27.7 519 2t.4 624 1"in 34.7 433 35.1 400 28.9 433 29.d 305 24.8 433 25.4 390 21.7 433 22.4 386 19.3 433 20.0 381 17.3 433 182 376 TABLE 11 B Anchor Capacity Table(Ibs) Substiate' 2.7k Concrete 3.5k Conc_ - Hallow CMU Filled CMU PT Wood SrIe'Eico 1140 SS Elco 5/16"Men 1140 SS Elco 00 Steal 012 Steel #k Anchor Clip Pattema AnctrorType; 3li&'E1C0 Ullman 1/4"Elco Uliracon 3/1& EICO Ullman 1J4"ElroUlltacOn Ultracon AggreGator Macon Aggtr:G610r Screw(Wf) 5cneru(G5) 3C Edge Distance ft t" 2-1/2' t" ' 2-112 116 1" 2-1/21 1" 2-V2 21. 3-lAr 2" 0.48" 0.&r F-Mt dmentrfn' 1314" 1-/4" 1-34, 1-314" 2" 1-1/4" 1-1/4' 1-114" 1-V4 1-114" 1-W 2' 1-P18" 11-Wel 2 Anchors @ 4.75'Mill O.C./SUndsO or Offset Clip(Fig.U 3W IDS 890 its; 450 The E1901bs t644 IbS 2701Ds 280 It>s 354 Ibs 740 Iha 374 Ibs 6641bs 946 Ills 3411bs 442 Ibs 4 Anchors Q 1.15"Min.O_C_/StanMrd(or Met)Cllp(Mg.2): 480 Ibs 700 839 NIA WA NIA N/A 380 Ibs N/A N/A NIA WA NIA 6821Ds 685 Ibs 1 4 Anc hors Q a'MIn_O.C./(2)Z(5Angle CDps J(Ag.3j 78D ibs 780 tbs 68o Ibs 1560 Ibs 1896 Ibs 540lbs 560 lbs NIA 760IN 7481bs 860 Ibs 189211s 882 ibs 865 Ibs 1 4Anchors Q 0.54"Min,O.C./U-Clip.Into.110"Alum.(Fig_4y N/A WA NIA WA NIA N/A WA N/A NIA N/A WA WA N/A WA 1 1 Are rror)F-C8p(Fig.4 1951DS 1951ts 226lbs 445IN 822lbs 1352)9 140lbs 177lbs 370lbs 107tbs 332lhs 473lbs 170lbs 221Ibs I 2Anchors Q 1.16"Min.O.G./F-Clip(Ag.6) 240 ms 350 Ms NIA NIA NIA NIA 190 ib9 NfA NIA N/A WA WA 341 Ibs 442 bs - -- FIGURE-1: -FIGURE-2: TABLE NOTES: ® ® Is 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IN 0 ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE 10A Mullion Capacity Table(IbsO) Opening Width(for vedieally-spaWing mullions)ot-Opening Height(forhodzontaily-spanniiM mullions) 50 in 60 in 70 in 80 In 90 in 100 in 120 in 140 In 1.2E x 32fi Rectangular Traplrriang.ilia TraplTriang. Rectangular Trap/Nang. Rectangular Trap/Giang. Rectangular TraplTriang. Rectangular Trap/Trieng. Rectangular Trap/rrlang. Rectangular 1 Loading Loading Leading loading Load^ g Loading Loading Loading Loading Loading Loading Loading Loading Loading x.624 Alum.Tube C _ 3 r Y A 7 T T T T 43 W W N W W N (pp, W N W W N W W N W N (p {p N W W m W W N W (q N W m W pW,N W pW,H W N N a Mullion m G W N G 0dCd 6 LL 0 O 6 2 C 6vWG WW�.'CT U pU U-p V U v U U tt G U a V 0y U U-� U CU (. } N p 7 C O C .pC-. Cb CC, 0 ry a o + D ' 1 .' m G• O O ci i� a Q l�..l'� - V'Q L V'O' 7 U IS fq Q - 42in 170.0 620 170.0 436 170.0 744 1T0.0 478 170.0 868 170.0 506 170,0 992 170.9 519 170.b 111E i70.0 621 170.0 1240 170,0 621 i79.0 1488 170.0 621 170.0 173E 1' 48in 170.0 709 170.0 624 170.0 860 170.0 584 170.0 992 170.0 G30 170.0 1133 170.0 6fi1 170.D 1276 170.0 677 110.0 14i7 170,0 660 170.0 1700 00.0 680 169.7 1979 1 50.825 in 170.0 747 170.0 663 110.0 896 170.0 631 170.0 104E 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.E 1877 1' 641n 170.0 797 174.0 612 170.11 966 170.0 091 170.0 1116 17D.0 764 170.0 1276 170.0 803 170.0 1434 170.0 B37 170.0 1694 170.0 866 156.4 1768 170.0 86T 134.1 1759 1' 601n 170.0 806 170.0 701 170.0 1063 17D.0 797 170.0 124Q 170.0 676 170.11 t417 170.0 944 161.1 1611 170.0 996 146.0 1511 170.0 1033 120.11 1511 176.0 1963 103.E 151i 1' 63In 170.0 93D 170.0 745 170.0 1110 170.0 860 170.0 1802 170.0 940 16G.6 1370 170.0 1016 139.2 1370 170.0 107E 126.3 1370 164.0 1082 104.4 1310 165.9 1072 89,E 1370 1: 661n 170.0 974 170.0 789 170,0 1169 17D,0 903 166.6 1240 170.0 1002 136.2 124E 168.8 1013 121.1 1248 147.1 100D 108.9 1248 139.0 969 00.8 1248 130.4 978 77.E 12441 1: w J 72In t67.8 1049 170.0 876 139,9 1049 160,2 B92 119.9 1049 132.1 976 104.9 1049 119.4 860 932 1049 109.7 84B 83.9 1049 102.7 838 69.9 1049 94.3 826 69.9 1049 f a 76in T42,1 941 . 149.1 B22 ite.9 941 126.8 806 101.9 941 1112 791 89.2 94t 100.0 777 79.3 941 91.7 T66 71.4 941 85.6 767 69.E 941 77.6 744 61.0 941 7 w 78In 132.0 894 137.6 783 110.0 B94 11G.9 767 94.3 894 102.4 753 82.6 894 91.0 740 73.3 894 $4.1 730 66,0 894 70.3 721 66.0 894 70.7 707 47.1 894 E 90in 85.9 671 80.7 696r4l 671 74.9 SOS 61A 671 66.3 675 63.7 $71 58.2 666 47.7 671 62.8 558 43.0 671 4B.8 651 35.8 671 43.1 09 30.7 $71 3 So in 70.8 690 72.8 627 690 61.4 618 50.6 690 61.4 508 44.3 690 41.6 502 39.3 590 43.0 484 39.4 690 39.6 408 29.6 690 34.7 477 26.3 690 1081n 49.7 466 60.0 421 466 42.E 414 35.6 466 37.1 400 31,1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 331 20.7 466 23, 382 17,8 466 2 111in 45.9 441 46,7 400 441 39.3 393 32.7 441 34.1 387 28.E 441 30.2 382 26A 441 27,2 376 22.9 441 24.9 372 19.1 441 21.5 363 16,4 q41 f 120In 36.3 378 36.9 344 30.2 378 31.0 339 29.9 378 26.8 1 334 22.7 378 23.7 1 329 20,1 378 21.3 325 18.1 378 19.E 321 16,1 378 10.7 314 144in 21.0 262 212 242 17.5 262 17.8 239 16.0 262 15.3 230 TABLE '106 Anchor Capacity Table(ibs) Substrate: 2,7k Concrete 3,5k Cone. "diow emu Filled CMu PT Wood I 5�16'Elm V4"SS Elco 516"Elco 114"SS EICO #10 Steel #12Steel #1 AnchorCilp Patteme Anchor Type: 3%B'ElcOUllracan 1/d"EtcOullracon U1�C00 3<16"ElColntraean V4"ElcoUitraCon AggreGator ultraton Aggregator Screw(W)Screw(t35) Sci Etlge distance op): 1" 2-1i2" 1" 2-112' 3.1m, T. 2-112' 1" 2-11r 2' 3410' 2" 0.48" 0.54" t Embedment 0n). 1-3m" t 314" 1-014" 1-d 2" 1-114" 1-114" 1-114" 11/4" 1-114" 14/4" 2" 1-318" I-INW 2 Anchors @ 4.76'Min.O,C./Standard or Offset CDp mg,1: sgn Ibs 890 ft 4501bs 8001bs 1644 Ibs .270 Ibs 280 lbs 315A IDS 7400 374 lbs 664 Ibs 94S Ibs 34111m 442 lta 5 4 Anchors @ 1.15"Min.O.C./Standard(Or Offset)CDp(Fig.2): 480 Ibs 70D Ibs NIA NIA N/A N/A 380lbs N/A NIA t11A N/A NIA 662lbs $851ta 11 4Anc hors @ 3"Min,O.C.I p W Arpre Clips I(Fig.3): 780 IbS 7801b9 N 1bs 1660 Mr. 16%ibs 640Ibs 9601W NIA 760 IDS 748 IDS 680 ibis 18921m 692lbs 885 lbs 11 3 Anchors @ 0.64"Mtn.O.C./U-Clip,Into.1atr Alunt(Fig.4y NIA NIA NIA WA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA 9 1 Ane port F-Clip{Fig,Sy. 185 lbs 195 ms 225lbs 445 lbs 822 Ids 135 me 140 m. 177 Ibs 370lbs 1871bs 332 ibs 473 nn 170lbs 221 Ibs 2 2Anchors @ 1.19'Mir,O.C./F-Cnp(FIB.6): 24010s 350 ibs NIA N/A N/A NIA 10D ibs NIA NIA MIA WA NIA 341 ibs 4421bs 5 FIGURE-1, FIGURE-2'- TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. TABLE '12A Mlulfian Capacity Table Obsli ) Opening Width(for vertcally-spanning mdlions)or Opening Height(for horizontaRpspannirig mullians) 50 in 6o in 70 In 60 in 90 In 100 In 120 in Rectangular lVap/lMang. Rectangular Trap/Triang. Rectangular TraplTdang. RectangulEr TrapffHang. Rectangular Trap/Tdang Rectangular TraplTtlang. Rectangular TraprMang, Rectangu 2 X 4 X.26 Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loaint Alum.Tube & 9 &_ k ^ '� 10,c-°°. I°i o _ C odic'a '� sa Ya 8' i3 '3 n !4 a t3 Si° `8 a Uv d uG U d`�v d� `c8 8 �; Mullion � �� 3 �G Uc� tiy G^ •� C�^y o C p o Is ,.°1 o a �� `i F5 Kp~ `o a $ � �`I $ 2r� 5 y 7� o al �� "C� g Cn4� '�' r CO, G� 3, � 4 C, ig VC, �� cG spy Cv4� �.� �r `r'Ii Co, ¢Q: 'i Er� K� 2a 4� �G ClC '' G � cLG Q� d�G q Lr: ZG dC x 2: q[C �G 4 42In i70,0 620 170.0 435 170.0 7" 170.0 478 170.0 868 17U 506 170.0 992 170.0 619 17D.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170-0 1' 481n 170.0 708 170.0 524 170.0 850 170.0 884 170.0 992 MX 630 170.0 1133 170.0 661 170.0 1275 1 170,0 677 170.0 1417 170.0 680 -110.0 17D0 170.0 680 170.0 11 50.625In 170.0 747 170.0 563 170.0 895 170.0 631 170.D 1048 170.0 684 170.0 4195 170.0 723 170.0 1346 170.0• 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 21 641n 170.0 T97 170.0 612 1170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1894 170.0 866 170.0 1813 170.0 861 170,0 2 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 1 170.0 1240 170,0 875 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2126 170.0 1063 170.0 2 531n 176.0 930 170.0 745 170.D 1116 1 170.0 560 1 170.01 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.01 1076 1 170.0 1859 17(X0 1122 170.0 1 2231 170.0 1 t69 166.7 2! 66In 170.0 974 170.0 789 170,0 ti69 170.0 S03 1 170.0 1364 170.0 1002 170.0 1688 170.0 1086 170.01 1753 170.0 1165 170.01 1948 170.0 1210 170.0 2338 170.0 1278 151.9 2, C 72In 170.0 1063 170.0 876 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1220 170.0 1913 170.0 1315 170,0 2125 170,0 13e7 145.6 2184 170.0 1488 124.8 2 761n 170,0 1122 170.0 937 170.0 1348 170.0 1060 170.0 1570 170.0 1209 170.0 1784 170.0 1322 166.1 4960 170.0 1421 145,E 1960 170.0 1506 123.8 1960 161.E 1548 106.1 11 V 7a in 170.0 1151 170.0 967 170.0 1301 170.0 Me 170,0 1611 170.0 1250 170,0 1842 170.0 1369' 152.7 1861 170.0 1474 157.4 1661 163.1 1500 114.6 1861 147.3 1473 962 1 901n 170.0 1$28 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1395 121.3 1179 99.4 1398 41D.2 1162 69.5 1398 101.6 1147 74.5 1398 89,8 1122 63.9 1: 961n 147.4 1229 151,5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 11)61 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1916 61.4 1229 72.2 993 52.7 1: 1081n 103,5 971 105.8 877 86.3 971 89.D 862 74.0 971 77.2 849 64.7 971 fi8.4 a37 67.6 9T1 61.8 825 51.8 87i 56.5 815 43.1 971 49.0 796 37.0 9 ill In 95.4 919 97.3 632 79.6 919 61.9 619 66.1 919 70.9 808 59. 919 62.9 794 63.0 919 56.7 784 47.7 91S 51.8 774 39.7 919 44.6 756 34,1 9 120 in 75.5 766 76.8 il;if 766 64.5 705 53.9 786 55.6 695 47.2 786 49.4 606 41.9 786 44.4 677 37.7 786 40,5 668 31.5 786 34.9 663 27.0 7 144In 43.7 646 44-2 546 31.0 498 31.2 646 31.0 491 2T.3 50 28.2 486 24.3 846 26.3 479 21.8 1 540 22.9 474 18.2 546 19.5 464 15.6 5 TABLE12B Anchor Capacity Table Obs) Substrate: Vic Concrete 3.5%cone. Mow CMU Filled CMU PT Wood 511V Elco EIcoUltrBcoll Vd"EICoUttrac00 V4"SS Eico 5116'E)co 114"SS Elco 410 Ste l 412Stee1 41 Anchor Cllp Patterns Anchor Type: 3J16"Elao Ultractm V4"ElcoUtOa[on 3I1ti ulUacon gggreGerar Ueracon AgpreO2tm' Screw(w) Screw pz) Sc Edge Distance-In): 1" 2-112' 1" 2-1/2' 3=118" 1" 2-1/2, 1" 2-112' 2' 3.1/8" 2" 0.48" 0.54, 1 EMbecMent(Inr 1-3/4" 1.V0 13I4" 1-&4" 2' 1-IM" 1414" 1-114" 1-IM" 1-1/4" 1-1/4" 2 1va" I-vs, 2 Anchors @ 4.75"Mln O.C./Standafd or onset Clip(Fig ON SM Ihs 390 Its 450 Ibs 890 Ibs 1644 lbs 270 lbs 280 Ibs 354 lbs 740 its 374 Ibs 694 Ibs 946 Ibs 34110s 4421bs 4 Anchors @ 2.68"Min O.C./Standard(or Offset)Cop(Fig.3): 740 ibs 740 Ibs 630 Ibs 1485 Its 1424 Ibs NIA 580 lbs NIA 6951bs NIA sw Ms WA 652lbs 885 Ibs 1 6 Anchars @ 1.71"Mlr1.C.G.I Standard for OfSet)Cllp(Mg.4): 80 Ibs 1050 756 Ibs 19461bs NIA NIA 7051bs NIA 7941bs NIA NIA NIA 1D2211:6 1327IM 1 4Archors@3"Min.O.C.1(2)2t5AngleClips/(Fla5): 780lbs bs SMlbs 1560lbs 18961bs gibs 5601bs NIA 760Ibs 7A8Ibs 88r1I� 18 Its 6821hs 885I09 1 6Anchors @ 3"Min.O.C./(2)2t5AngteClips I(Mg 6x 1170lba 1 11701he 1020lbs 2340 lbs 26441b9 SMbs 8401bs N/A 1140Ibs 1122 lbs 13201bs 2888 lbs 10221bs 18271W 1 3 And hors @ 1.34"Min.O.C./U-CIIp,Into.129'Alum.(Fig. (): NIA I WA NJA NIA WA N/A N/A NIA N/A NIA NIA WA N/A TVA 1 6 Alm hots Q 0.64"Min.O.C.I U-Clip,Into.12W Alum.(Fig.Sr NIA I NIA NIA WA WA N/A NIA NIA WA NIA NIA N/A N/A NIA 2 2Anchots_@.26$_Min O.CiF_-Cilp(Flg 9y 370 Ibs -I- _g70_t___315lbs___743 Rb _ 712Its _ NIA_ _ 2601bs N NIA 440 Ibs______N/A_ _ 341 Ibs __44211m__E- 3Archam Q 1.71"Min.O.0./F-llp(Fig_10V 443 01s 525 0� 370lbs 073 Its NIA NIA 3M Ibs NJA 3991bs NIA WA N'A 511 Ibs 664lbs t --NOTErFOR-THE-OFFSET-CLIP,-USE-THE-SAME-ANCHOR-PATTERN AND ANCHOR-VAL-UES-AS THE S-T-ANDARD CLIP. CIRCLED VALUES ARE USED IN THE SXAMPLE ON SHl FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: e e • e 1*1�i1 TABLE NOTES; TABLE 13A Mullion Capacity'Fable(lissHe Opening Width(for verticany-spanring mullions)or Opening Height(for horizorttafly6sparlrlirig mulions) 50 In 60 In 70 in 80 in 901nr 0 In 120 In Rectangular Trap/Ttiang. Rectangular TraplTriang, Rectangular Trep7dang. Rectangular Trap1T[lang. Rectangular TraplToieng. Ttaprniang. Rectangulac Trap/7riang. Redartga 2 x 6 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load(n1 Alulet.Tube a _ � _ _ e a f.. _ )± 2+ f z- 'gl_ ,- .a zs u s •- � 3 6 is Mullion a o a c a n �° c�c a ��1 0 C✓ IC G W W G N W ttl U'O 8-1 U c3 n 16 n gs da°� �a Svc 42 in 170.0 820 170,0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 5i9 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 i70.0 1' 481n 170-0 708 170.0 $24 170.0 850 170.0 $84 170.0 902 170.0 630 170.0 1133 W0.0 601 170.0 1275 170.0 677 170.0 107 170,0 680 170.0 1700 170.0 680 170.0 11 50.625 in 170.0 747 170.0 563 170.0 898 170.o 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 '21 541n 17D,0 797 170.0 612 170.0 956 170.0 691 '170,0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170,0 856 170.0 1913 170.0 Wi 170.0 2. 60in 170.0 885 170.0 701 i70.0 1063 170.0 797 170.0 1240 170.D 875 170.01 1417 170.0 944 170,0 1594 1 170.0 9915 170.0 1771 170A 1033 17aO 2125 i70.13 1083 170.0 2, 63in 170.0 930 170.D 745 170.0 1116 170.0 460 170.0 1302 VDA 940 i70.0 1468 170.0 1018 170.0 1673 170.0 1 1070 170.0 1859 1 170.0 1122 170.0 2231 170.0 1169 170.0 21 c 66 in 170.0 97,4 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1763 170.0 1155 1 170.0 1948 170.0 1210 1 170.0 2338 110.0 1275 170.0 2' m72 in 170.0. 1063. 170.0 878 170.0 1275 170,0 1009 170.D 1488 170.0 1126 170-1) 1700 170.0 1228 170.0 1913 170.0 1315 170.D 1 2126 170.0 1387 170.0 2550 170.0 1488 170.0 21 76in 170A 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 170.0r142 170.0 2243 170.0 1WS 170.0 2692 t70.0 1629 170.0 3 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1260 170.0 1842 170.0 1369 170.0 2072 170.0 170.D 2302 170.0 1564 170.0 2763 170,0 1700 170.0 Z 90In 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 170.0 2656 170.0 1918 170.0 3188 170.0 2125 1W.0 3• 961n 170.0 1417 t70.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2257 170.0 1794 170.0 2550 170.0 170.0 2833 170.0 2095 160.0 3199 170.0 233D 137.1 3 108 in 170.0 1694 170.0 1409 170.0 1913 170.0 ie47 170.0 2231 170.0 1870 170.0 2550 1 170,0 207E 164.e 2781 170.0 2271 148.31 2781 161.9 2333 123.8 2781 140.4 2281 105.9 2' li ill In 170.0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1032 170.0 2829 170.0 2149 151.8 2532 162.3 2246 130.6 2632 148.4 2210 1118 2632 126.4 2106 97.8 2-- 1201n 170.0 1771 i70.0 1586 i70.0 2125 170.0 11159 164.4 2252 159.9 i991 135.1 2252 141.4 1984 120.1 2262 1272 1938 108.1 2252 118.1 IS15 H52.1 .1 2252 99.8 1172 77.2 2 144 in 125.1 1564 128.8 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78,2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 1564 W.0 1330 44.7 1- TA6LE 13B Anchor Ca a 1tv Table lbs Substrate: 2.7k Concrete 3.5k Cana. Hollvm CMU FlUed CMU PT Wood Anchor Type: 3/16"Eico Ultmoon 114"Elao Ultracon 5116"EIOO 3/16" Ultracon 1/4"Elcc Ultracon 114"SS Efoo 5/16"Elco 1/4"SS Elao #10 Steal WSW #1 Anchor Clip Patterns Ultracon Aggreoator Ugracon AggreGator ScElcorew(G5) $crew(G5) So Edge Distance(in): 1" 2.112" 1° 2-1/2" 3-1/8' 1" 2-1/2" 1" 2-112" 2" 3418" 2" 0.48"• 0,841. i Embedment In): 1-314" 1-3/4" 1-39' 1-3/4" 2" " 1-1l4" 1-114" 1 1iq" 1.1/4" 1-1/4" 2" 1-318" 1-3/8" 2 Anchors @-/Standard orOSset Clip(Flg.1 Q): 390 Ibs 390 lbs 450 ibs 8901be 1644 lbs 270 lbs 280 lbs 364 lbs 740 Ibs 374 lbs 6641bs 9461bs 341 the 4421bs 4 Anchors @ 4.68"Mtn.O,C./Standard(or Offset)Clip(Fig,3): 780 Ibs 7801bs 900lbs 1760 fbe 3232 lbs 540 ibs 560 ma 708 ibs 1480 Iba 748 lbs 1272 Ibs 18921bs 862 the 685 Ibs 1 8 Anchors @ Vi"Min.O.C./Standard(or Offset)Clip(Flg,4): 1180lbs 1400 Ibs 10101bs 2595 lbe NIA NIA 940 Ibs NIA 1065 lbs NIA NiA NIA 1363lbs 1770 Ibs 2 4 Anohore 3"Min.O.C.1(2)2x5 Angle Clips 1(Flg.5): 780 lba 780 the 680 lbs 1560 lbs 1896 Iba 540 lbs 5601ba NiA 7601be 748 Ibs 880 Ibe 1892 Ibs 682 Ibs 685lbs 1 8 Anchore @ T'Min.O.O./(2)20 Angle Clips/(Fig.6); 1560lbs 1560 Ibs 1360 lbs 3120 Iba 3792 lbs 1080 lbs 1120 lbs N/A 1620 lbs 1496 Ibs 17801hs 3784 Ibs 13631bs 1770 Ibs 2 12 Anchors @ 1.5"Min.O.C./(2)20 Angle dips/(Fig.7): 1660lbs 2100 The 1940 Iba 3780 lbs NIA WA 1320 lbs WA 1500 Ibs N/A WA NIA 2045[be 2654 ibs 3 4 Anchors @ 1.34'Min.O.C.I U-Clip,into.125"Alum.(09.8):1 WA I NIA NIA NIA NIA WA WA WA NIA N/A NiA NIA I NIA N!A 1_ 8 Anchors @ 0.84'Min.O.C.I U-Clip,Into A25"Alum.(Fig.9) WA NIA N/A NIA WA NiA N/A WA NIA NIA N/A NIA JjNIA NIA 2 2Anchore_@4.68"_Min-o•Cl_F-Cllp_(Fig._70):_390.Iba_390 ibs_ 450_lbs_ 090 ibs_ t61S Ibs__270-Ibs 280lbs__-854_lbs 7401bs_ 374Ibs 6361hs_ 9461bs _ibs g42_tbs 4 Anchors®1,71"Min.O.C.i F-CUP(Fig,lill 590 Ibs I 700 Ibs 505 lbs 1208 lbs NIA_ N/A 470 Ibs NIA 533 lbs NIA NIA WA 682 Ibs 8851bs 1 NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: 0111-1 Ice:o. r=rrr IRr=a• FIM 1RF 4• FIGURE 13: FIGURE 9: FIGURE 10: FIGURE 11: TABLE14A Mullion Capac_q Table lbsffle Opening Width(forverticaliy-spanning mullions)or Opening Height(for horizontally-spanning mdrions) 50 In So in 70 In 80 In 90 In 100 In 120 in Rectangular Trap/Wang. Rectangular TraplTriang. Rectangular Trap/Wang. Rectangular TrapfTdang, Rectanguar Trap/Tdang, Rectangular TraplTriang. Rectangular Trap/Triang. Reotangul 1.26"x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.126"Alum z Z ,a � � Tube Mulls v '' ca o & F; u to 7i a uto 8 o a U Q-. 12 C�_ �i cy_ 0. o o r .g p o.t a`C t 73 t' 8 o s• o^ t' �°e 8� � c � '� m g 3g n 9 e ,z 20 �& � aa°t �� a �� d � diced� � a �a also �G � � �� � Qx 42 in 144.2 S26 167.0 428 120.2 526 148.9 419 103,0 626 138.9 414 90.1 a26 134.6 411 80.1 526 134.1 411 72.1 526 134,1 411 60.1 526 134.1 411 51.5 51. 481n 96,6 403 108.0 333 80.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 53,7 403 79.1 315 48.3 403 78.6 314 40,3 403 76.6 314 34.5 41 50.626In 82.3 362 91.0 301 68,6 362 79.3 2S4 58.8 362 71.9 289 51.5 362, 67.2 286 45.7 362 64.6 284 41.2 352 nr, 283 34.3 362 63.6 283 29.4 31 54 in 67,8 318 74.1 287 56.5 318 64.2 261 48.5 318 57.7 266 42.4 310 63,6 263 37.7 318 50,8 25CI 33,9 318 49.6 249 28.3 318 49.1 248 24.2 T 601n 49.5 258 53.1 Tie 41.2 258 45,7 214 35.3 258 40,7 210 90.9 268 37.2 207 27.5 268 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 21 J 83 in 42.7 234 45.6 ZOD 35.6 234 39.1 195 1 30.5 234 34.7 192 28,7 234 31,6 189 23,7 234 29.4 166 21.4 234 26.0 184 17.8 234 1 26.6 1 183 15.3 2; ii 1n 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29-B 170 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.6 213 22.2 187 13.9 2- 72 in 28.6 179 30,1 155 23.9 179 25.8 162 20.4 179 22.5 149 17.9 179 20.3 147 16.9 T 18.7 145IF 76 in 24,3 161 25A 140 20,3 161 21.6 137 17.4 161 19.0 136 15.2 161 17.0 133 78 in 22.5 162 23Z 133 18.8 152 19.9 131 10.1 152 1 17.5 1 128 TABLE 148 Anchor Capacity Table Ibs Substrate 2.7k Contzete 3.5k C=. Hollow CMU Filled CMU PT Wood I 5/1fi ElcO 1/4"SS Elco 5116°Elco 1/41SS Elco #tOSteel #12SIeal #1 Anchor ClipPa'tk�ms Atl:horlype: 3L15'EicoUltracal 1/4"EicoUfiracon Uitracarl 3/16 E1coU1t2con 114"ElcoUtlracon Aggn:Oator Ulttacon AggreGator Sclew(G5) Screw(G5) ev Edge Distance(Iq 1" I z1/2 1" 2-112' 3-1i8" 1" 2-1/2" 1" 2-1/21 2" 31/8" 2" 0.4W 0.541, C Embedment Loy 13+4" 1 4" 144" 1-/4' 2" 1-1141, 1-114" 1-1/4" - 1-1/411 1-1/41' 1414' 2" 1-318" 4,9/8" 4 Anchors®3 Min.O.C.!(2)2xSAngle g1Ps f(Fig.t� 780lbs 780 Ibs 6801t a 156D Ibs 11396lbs S40 Ibs 66DIbs NIA 76D IN 748 Ibs BBO ltLs 18921bs 682 ibs 8851bs 1+ 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 SHEET: FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. TABLE15A Nullion Capacity Table(lbsfttz Opening Width(forverfical"penriing mullions)or Opening Hoight(forho&-ontally-spartning mUfions) 50 In 60 In TO In 801n 90 In 100 In 120 in Rectangular I TraplTdang. F Trap/Tdang. Rectangular Trap/Tdang. Rectangular TraplVeng. Rectangular TtaplTtiang. Rectangular Trap/Tilang. Rectangular Trap/Triang. Rectangr. 3.25"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadnni DEG.AL �_ 'Tu.. n o -. t . �SAY MULL � n o n a" �° ° c �m � a f0 �� ii 3g� g a �� }� �c s io� c '�� a m� mn ci cif 3 c� � ci c�� ci 3_ r3a L_ �iy o a a o � iq o 75 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 t 00.0 1240 170.0 521 174.0 1488 170.0 621 170.0 1' 461n 17c.0 70B 17o.0 524 i70.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 127a 170.0 677 170.0 JOT 170,0 680 162.2 1522 170.0 680 130.5 1 50.626In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1t95 170.0 723 t70.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1, 54In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 160.4 1363 170.0 837 144.3 1353 170.0 855 120.3 1363 170.0 661 103.1 1: Bo in 170.0 885 170.0 701 170,0 1 Q63 170.0 797 167.0 1216 170.0 878 146.1 1216 170.0 944 129.9 1218 159.8 836 116.9 1218 152.1 924 97.4 121E 146.1 913 83.5 1: 63in 170-0 930 170.0 745 17o.o 11i6 170.0 850 150.2 1160 168.8 933 131A 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 07.6 1150 126.7 871 75.1 1 ra 66 in 170.0 974 170.0 709 152.4 1048 166.8 881 130.6 1048 146.E 684 114.3 1048 133.1 860 101.6 1048 123.4 639 81.4 1048 116.E 830 76.2 1048 109.4 821 65.3 1 C 72 In 140.6 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78 2 880 92.0 712 70.4 860 882• 703 56.7 860 79.2 693 50.3 F 76In 119.7 790 125,1 ego 99.8 790 108.4 676 85.5 790 93.3 683 74.8 790 83.9 652 68.5 790 76.9 643 59.9 791) 71.7 635 49.9 790 65,1 624 42.8, 7 a � 781n 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 65.9 632 68.2 760 77.1 621 61.6 750 70,6 612 55.4 750 65,7 SOS 46.2 760 59.4 594 39.6 7 90 in -12.1 563 74.4 600 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 46.9 476 40.1 563 44.4 468 36.1 563 40.9 462 30.0 563 36.2 452 25.8 6 96 in 59A 495 61,1 443 49.5 496 51.8 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.6 495 29.1 400 21.2 4 108In 41,7 '391 42.6 353 34.8 391 35.9 348 29.8 301 31.1 342 26.1 391 27.6 337 232 1 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 3 Ili In 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 26.3 320 2t.4 370 22.8 316 19.2 370 20.9 312 11 16.0 1 370 10.1 305 1201n 30.4 317 $0.9 289 25.3 317 26.0 264 21.7 317 22.5 260 19.0 3i7 19.9 276 16.9 317 17.9 273 144In 17.6 220 17.8 203 TABLE15B Anchor Ca Ity Table(lbs) Substrate: 2.7k Concrete 3.51;Cono. Hollow CMU Filled CMU PT Wood Anchar Type: 3/18"Elco Ultracan 114"Eloo Ultracan 5/16"Elco 3/16"Eloo Ultraoon 114"Eloo Ultracon 1/4"SS Elco 5116"Elco i/4"SS Eloo #10 Steel 412 Steel #1 Anchor Clip Patterns Uttracon Aggregator Ultracon Aggregator 90rew(G5) Screw(W) Sc Edge Distance(In): 1" 2-112" 1" 2-1/2" 3-118" 1" 2-1/2" 1" 2-1/2" T' VAT T 2" 0.481 054" r Embedment(hy 1314" 1-3/4" 13m, 13/4" 2" 1-114, 1 1/4" t-1/4" 1-1/4" 1.114" 1-114" 2" 1-318" 1318" 2 Anchors @ 5"Mln,O.C./(2)2x5 Angle 011ps I(Rg.ly 390 lbs 390 lbs 450 ibs 890 lbs 1700 Ibs 270 The 280 lbs 354 Ibs 740 Ids $74 lbs 720 lbs 946 lbs 341 lbs 442 Ibs 4 Anchors @ 3.5"Min.O.C.1(2)2x5 Angle Ceps/(Fig.2y 780 lbs 780 lbs 790 lbs I rod 2525 lbs 540 its 590 lbs N/A 1120 lbs 748 lbs 880 lbs 1802 lbs 682 lbs 885 Ibs 1 6 Anchors @ 2.71"Min,O.C.1(2)2x5 Angle ClipI(Fig.ay 1120 lbs 1120 Ibs 958 lbs 2246 lbs 2264 lbs N/A 840 ibs N/A 1059 lbs N/A 1320lbs WA 1022 lbs 1327 Ibs 1 - _ __--- -FIGURE 1: ----- TABLE NOTES: o 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 IS ALLOWABLE. TABLEI6A Mullion Ca ao '[able bstle Opening Width(forverticaly-spanrdng mullions)or Opening Height(for hodzontalt -spanning mtdlions) 50 in 60 in 70 In 80 In 90In 100 in 120 in Ractangular TraplVang, Rectangular TraplTriang, Rectangular TfapMang, Rectangular Trap/Tdang. Rectangular Ztapltriang. Rectangular Trap/Triang. Rectangular TraplTrlang, Rectangu 325"45 Leading Leading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading loading Loading Loading v 'i� .. n.-• c+ c�.� a c�.� "�i �.. n BAY NiU LL R m a fir c"aia r; S q c�a �i � u ci �g c ci cis �� c ti ci o ci c�iv c� cis c3 U 112 1.. C�y C .. O OAF t' D O� Fr ` O.� O� p �•cj S �g� �2 Q. QG-._ - 42 in 170.0 620 170.0 435 170,0 744 170.0 478 170.0 SW 170.0 506 170.0 892 170.0 519 170.0 1110 170.0 $21 170.0 1240 170,0 521 170.0 1488 170.0 521 170.0 17 48in 170,0 708 1 170.0 $24 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 11140.3 1 1f 50,625in 170.0 747 170.0 563 170.0 896 170.0 all 170.0 1046 170.0 684 170.0 • 1196 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 755 126.1 It 54In 170.0 797 170.0 612. 170.0 956 1 170.0 691 170.0 1116 170.0 754 170.0 1275 17010 603 170,0 1434 170.0 837 165.2 1455 170.0 858 129.3 14$5 ,170.0 061 110.8 14 60 in 170.0 885 170.01 701 170.D 1053 1 170.0 797 170.0 124D 170.0 878 157.1 1309 170.0 044 139.7 13oo 170.01 996 1126.71 1309 163.6 994 104.8 1308 1 157.1 882 69.8 18 63 in 170.0 930 170.0 745 170,0 1116 170.0 650 '182.9 1247 170.0 940 142.6 1247 184.6 983 126.7 1247 152 8 865 114.0 1247 144.3 952 95.0 1247 138.2 936 81.4 1: 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.1 905 128.9 1190 147,9 945 115.4 1190 135,6 928 103.9 1190 128.4 914 88,6 1190 110.5 896 74.2 11 72 in 161.E 1010 169.8 877 134.7 10101144.6 858 'l15.4 1010 127.2 842' 101,0 1010 114.7 828 89.8 1010 105.6 817 80,B] I WO 08.9 807 67.3 1010 90.8 795 67.7 10 "0 761n 137A 906 $43.8 792 114.5 906 122.E 776 98.1 906 107.1 761 85.9 9d6 96.2 748 76.3 900 88.2 738 88.7 906 82.3 729 673 $06 74.7 710 49.1 9 0 "N 78 in 1127.1 Sal 132.6 754 105.9 661 112.5 738 90.8 861 98.8 725 79.4 861 $0.5 713 me 861 81.0 703 63,6 eBi 754 884 53.0 861 68.1 681 45.4 Si 90in 82.7 646 85.4 574 68.9 646 72.1 664 59,1 B46 6Z9 554 51.7 648 50.1 545 48.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 510 29.5 6 96ie 662 588 70,1 508 56.8 588 591 409 48.7 508 51.4 491 42.8 1 $68 45.8 1 483 37.9 668 41A 476 34.1 568 36.1 470 28.4 688 33.4 459 24.3 1 P 108In 47.9 449 48.9 406 39.9 449 41.2 399 34.2 449 35.7 393 2g.8 1 449 311 387 26.6 449 26.6 1352 23.9 449 1 28.1 57T 20.0 449 22.7 308 17.1 4- Ill In 44A 425 46.0 385 36.8 425 37.9 379 31.5 425 32,8 373 27.0 425 29.1 367 2.4.5 425 28.2 362 22.1 425 24.0 368 18,4 425 20.7 350 ISA 4. 120in 34.9 364 35.5 331 28,t' 354 29.0 326 24.9 364 25.0 321 21.8 3�22.831719.4 364 20.6 313 17.6 364 18.7 309 1441n 20.2 253 20.4 233 16.8 263 17.1 230 TABLE 16B Anchor Ca ity Table Ibs Substrate: 2.7k Qoncrete 3.5k Cone. Hollow CMU I Filled CMU PT Wood t Anchor Type: 3116"Elee Uitracon 114"E1co Uliraoon 3116" 5118"£Ico Eloo Ultracon 1/4"Etco Uliracon 1/4"SS Elco 5116"SIC-0 1/4"SS Elco 1l10 Steel #12 Steel 41: Anchor Clip Patterns Ultracon AggreGaior Uitracon Aggre6ator Screw(35) screw(a5) scr Edge Ustenoe(IN: 1" 2-112" 1" 2-112" 31118" 1" 2-1/2" 1" 2.112" 2" 3-1/8" 2" 0,48° 0.54, 0 Embedment(In): 1-3/4" 1-3/4" 1-3f4" 1-3/4" T 1-114, 1-v4" 1-114" 1-iW 1-1/0 1-114" 2" 1-318" 1-318" t 2 Anchors @ 5"Min.0.0,1(2)20 Angle Clips/(Fig.1): 390 lbs 3901be 450 Ibs 890 Ibs 1700 lb a 270 lbs 280 lbs 354 Ibs 740 ibs � 374 Ibs 720 Ibs 946 lbs 341 lbs 442 lbs Si 4 Anchors @ 3.5"Min.O.C,/(2)2x5 Angle Clips/(Fig.2): 780 lbs 780 lbs 79D lbs 1670 lbs 2525 lbs 540 lbs 560[be NIA 1120 lbs 7481ba 880[be 1892 lbs 682 lbs 885 The 11 a Anchors @ 271"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 1120lbs 1120 ibs 95B lbs 2246 lbs 2254 Ibs N/A 640 lbs NIA 1 D59 Ibs NIA 1320 lbs NIA 10221bs 1327 Ibs If ------_-- 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 IS ALLOWABLE. I�1.00Q�-I - 1.000" 1.000" - 1.000" 1.000" �-+- a.375' 25" 2.780" 2.750" .126" 3.125" .125" .125" 125" 2.000" 2.000" 126" L0" .375" .50a" -- - r _7 7 _T 1"X 2"X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.75"X.376"MULLION 1"X 2.75"X.650"MULLION 1"X 3.125"X.5"MULLION 6063-T6 ALUM, 6063-T6 ALUM. B063-T6 ALUM. 6063-T6 ALUM. 6083-T6 ALUM. X-SECTION X-SECTION XSECTION XSECTION X SECTION r-.125" -j-� r--.125" -•-� I~-'.125" , L56TADARD CLIP II 2X5 ANGLE CLIP -T6 ALUM. 606376 X-SECTI ALUM. 2.000" ECTION 2.125" U-CLIP2.000"6063-T6 ALUM. .125" .125" I X-SECTION .740" I-- 5.600" 3.125"-----�{ CUT HERETO 375" .375" CREATE F-CLIP,SEE MIN. 5.0001, MIN. r^DETAIL F,SHEET 4 376"MIN. 338"MIN. r-------i I r-------I A A I U CLIP A F-------------------- - L_ -_---- L _-_____J 6063-T6ALUM. ------------- ` 2X 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+1116". SHEETS 5-17 FOR THE ANCHOR O.C. TABLE B DISTANCE MAXIMUM PGT Part# ANCHOR HOLE M__u!i_Dimenslon_{sheet#j __ __ __ __ --- - - 5:500" --'375" DIAMETER:ANCHOR IU]UIIi Std. Clip C)ff96t Clip U-Clip A 375" MIN. DIAMETER+1/16", MIN, -1"-X2"_X.125"(5)-- ---66605- -666I13M 66611!SM 666243M i ---_ -------I------------ � 1"X2"X.375" (6) 666006 666114M 6661119M 666244M 1"X 2.75"X.375" (7) 66607 666115M 6661120M 666245M -j 1.000" 1.000" r-- 1.062 -- .740" .063" 385" .062" 125" .062" .438" I 1 4.000" .125" STANDARD CLIP 4.000" 4.000" 2.625" 2.0D0" 6063-T6 ALUM. 2.125" X-SECTION II U-CI MAXII 125" 1 1 5063-To 125" X-SEC 125" .125" .031" .125" - CENTER OFANCHC 125" DASHED BOUNDAR 375" 155 .375" ANCHOR O.C, HOLE DIAMETE 1"X 4"X.126"T 1"X 4"X.375' 1"X 4"X.376" 5,5001, - MULLION MULLION "T'-MULLION CUT HERE TO 6063-TB ALUM. 6063-TS ALUM. 6063T6 ALUM. 375. 3.125"- -"� CREATE F-CLIP,SEE '375" X-SECTION X-SECTION XSECTION MIN j T DETAIL F,SHEET 4 ONLY ON 1,250"-�I .375" CENT 1.594" "FACTMULLOR 1.594"- �-------i 1 i-------I ANCh VERSION 1 I MUST I 1 1 I ( THE C BOUP I I I I I F I SHEE 2.875" I - - 1 T I - 1 FOR 1 I I I I F ANCF 3.250" 10110011, 3.94" 1 i I I I DISTP 3.250" i I I I I I ANOF 100" LDIA I L---------i ANC ----- ANCF .100" .62411 DIAMI L- 820" 820" 624" 1k STANDARD CLIP U-CUP 1.250" - 6053-T6 ALUM. 6063-T6 ALUM. 1 250" CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW --1 32© I"- WITHIN THE DASHED BOUNDARY.SEE 1.25"X 3.25"X.100" 126"X 3.25"X,624" " "X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C MULLION MULLION 1.25 X 3.94 DISTANCE.MAXIMUM ANCHOR HOLE 6005 T5 ALUM. 6005-T6 ALUM. MULLION Dimension Valmll 6005-T6 ALUM, DIAMETER;ANCHOR DIAMETER+1/16°. X-SECTION X SECTION X-SECTION F 3.6� G 1,01 5.500" H 2.6. 3.469" 1 3,01 01,1117 "�� " F 3.1 1 125° MIN. .375 G QT 3.1. V377 I 2.4' -- -- - -- F 2,2-G -0.-7.125" 2.250" 1H 1,5�I 1 I H I 3,2; _ __-- I I I I TART P D TABLE E Meru Dimension PGT Part# (sheet#) Mullion Std, Clip I U-Clip Angle Clip 2"X 4"X.25" (16) 66602 666261 M 666271 M 6665112M 2"X6"X,25" (17) 66604 666262M 666272M 6665113M I STANDARD CLIP U•CL1P 6063 T6 ALUM. " Ll 6063-T6 ALUM. 2.000 X-SECTION 2125X-SECTION NOTES: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •126" 125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2}SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE I F--1 490" -►� HOLE LOCATIONS. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 500" CUT HERE TO 3,600" CREATE F-CLIP, 2.000" ,375" SEE DETAIL F, MI 375" MIN. -SHEET4 MN. I — I I 4.000" j I 3.438" + 3.438" .250"' 2"X 4"X.25" 1 f MULLION I I 6063-T6 ALUM. X-SECTION I 1 I _- I L- STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. UR 2"X 6"MULLION, 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+1/160, WITHIN THE DASHED BOUNDARY,SEE SHEETS 16-17 FOR THE ANCHOR D.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1/16". 3,500"- CREATE F-CLIP, .376' SEE DETAIL F, MIN. r-SHEET4 MIN. 1 .375" r----_ _ -_ I...-------- - - I I I I I f I I I I i i I I ---- --- -- -- -- ---------- -- -- f I I 250" _ 6.000" -I - , - - I 4 688" t 5.438„ I 1 1 I 1 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAP 1 _ I I PW PW PW i I i , I SH/OH SH/DH SH/DH SH/DH 1 I I I I I Erl LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I 1 SGD I PW I LOADING OF HORIZONTAL MULLION LOADIN PW / I . I PW PW I PW SH/DH SH/DHx/ I SH/DH SH/DH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SILL OF WINDOWS NOT ANCHORED • WITH INTERSECTING VERTICAL MULLION I PW PW I I LOADING OF(2)HORIZONTAL MULLIONS LOADII` I P HINGED DOOR PW PW I Al - - ---- ---- -- -- I 0101 Pvu / // IV A �i