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Notice of Acceptance (2)
I i, MIAMI•DADE ' File Coo,,, � i�i• MIAMI-DADS COUNTY PRODUCT CONTROL SECTION rajj l ✓� 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC lluR�E 1�') Miami,FL 33175-2474 BOARD AND CODE ADMIAIISTRATION DIVWMW . Co M P L IA9 Q1 C r-(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE o A� ,� .ram �.miamidade.gov/economv PGT Industries,Inc: On . '� n �`'�'"� / 1070 Technology Drive ()CC (40 24 North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(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.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this,NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#17-0630.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.20-0406.03 MIAMI•DADE COUNTY '' Expiration Date: May 2026 t..�r,�r� ¢• 08/20/2020 � y 26' Approval Date: August 20,2020 Page 1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300M 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 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.OS) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6th 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. F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6th Edition (2017), 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. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03, Expiration Date: May 26,2026 Approval Date: August 20,2020 E-1 i . I PGT Industries,Inc. ! NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017) and with FBC 71 Edition (2020), prepared by manufacturer, dated 04/01/2020, 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. F. STATEMENTS 1. Statement letter of conformance to FBC-61 Edition (2017) and FBC-7th Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 11/09/17 and expiring on 05/26/21. I i I, Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 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 T( MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SI' EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OF MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OT FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMAN MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE N CRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHE MULLIONS �'� RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. SEE DETAILS A-D,G,H; SHAPE SHEETS 2-4 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAI j� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.TH IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EV. ROPELING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS E INSTRUCTIONS. SEE DETAILS II / / 11 COMBINED5)USE THE ONLY TWO ADJACENT FENESTRATION PRC SHEETS 2-4 / I I i I _ /�I I \ SEE DETAILS ANCHORAGE FORTHE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 2, A THRU G; SHEETS 2 4 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCH S PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING VERT. t HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT MULL FOR LENGTH HORIZONTAL SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STI SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTE. REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON,DEWALTIELCO AGGRE-GAT( PRODUCTS MAY BE OF ANY TYPE. g)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIF MUST BE .CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS AF MANUFACTURED / III BY CGI. FENESTRATION PRODUCTS. I 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 PROVIDES MULL SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF l LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FTZ)FOR THE OPENIN( MULL OPENING WIDTH }-'--HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PF 4�_ ----� _ ~� LENGTH I� 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR" fy OPENING 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FTP) FROM TABLES 1A Tt - HEIGHT THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF TH! OPENING MULL - -- _ ¢/_ _ FOR _ HEIGHT LENGTH t' M�IZ. MURK MULLION CAPACITY(LBS/FTC)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE f Y� LENGTH L ub 5) FROM THE:SAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEXT 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) II I I MULLION � I 1 d I SEE SHEETS EITHER THE v I I I 21-23 FOR HOLE 4 STANDARD OR a I' LOCATIONS OFFSET MULL a EDGE CLIP MAYBE I ° DISTANCE 4 m INSTALLED BY I I I FOR WOOD / v THIS METHOD. °° SCREWS v• L.259'MAX FOR ° nd ° ALL MULLIONS 4.. e o' v 4 0 a v e ' 4 4 n EXTERIOR a, v ° v ' -4 v, EDGE ° a DISTANCE 44' o a a FOR v v MASONRY v o, THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR EXTERIOR °4 FIN-FRAMED ° .4 WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME-TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-16B SEE TABLES 1B-168 EDGE/END DISTANCE �— SEE TABLES EMBEDMENT BUCKSTRIP 1B-139 AND ° ATTACHMENT EMBEDMENT' .�. - .. . . . •',•' BY OTHERS, . . •. ,� •,.• ,,• SEE NOTE 1, ` ° •. `q SHEET I. - SIDE VIEW FRONT VIEW DETAIL C: --1 f--.12s'MIN. MULLION DIRECTLY ATTACHED TO c MASONRY STRUCTUREF(STANDARD CLIP SHOWN) Z VARIES BUCKSTRIP I NOTCHED TO i PROVIDE I BUCKSTRIP CLEARANCE I FOR MULL I AND. TOP VIEW CLIP. I ATTACHMENT - I BY OTHERS, I SEE NOTE 1, VARIES i SHEET 1. I I I MULLION I I d d I I 1 TYP.ANCHOR c,T EITHER THE I, d I° I I PER SUBSTRATE, THE OFFSET CLIP IS STANDARD OR ° jd I SEE TABLES 1 B-13B RECOMMENDED FOR / OFFSET MULL a d I• d I I i I' FIN-FRAMED L/ INTERS• CLIP MAY BE ° d I I.• I I WINDOWS,BUT MAY INSTALLED BY ° I II ° I a' EDGE DISTANCE ALSO BE USED FOR U-CLIP THIS METHOD, d I 1 ° I FORM SONRY OTHER FRAME TYPES. o d I I' ANCHORS I d• EXTERIOR 44 d a 1 FRONT VIEW q 4 d EDGE DISTANCE ° d d FOR MASONRY a d ANCHORS a e a a a • d Q o TYP.ANCHOR MULLK TYP.ANCHOR PER SUBSTRATE, Ir- PER SUBSTRATE, SEE TABLES 1 B-13B SEE TABLES 1B-13B (STAND, BUCKSTRIP STRUCTURE AND ATTACHMENT TYP.ANC e:. BY OTHERS, ---- PER SUB _ EMBEDARl ENT ° •,e ..e SEE SHEET1.NOTE 1r \ �SEETAB e Q. e7 _ EDGE DISTANCE - -2.7 KSI CO-- --- — SEE TABLES MIN NCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW ` INSTAI I ATInN NnTFC- 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 O O O O O O SIDE VIEW SHOWN WITH 1"X4"X.125" I TOP VIEW MULLION I I EXTERIOR I b I I STANDARD MULLION CU TYP.ANCHOR P 1 PER SUBSTRATE, MODIFIED TO FIT FIELD 1 CONDITIONS. I SEE TABLES 1B-14B 1 MULLION I ! 1 I 2"X5"X.125" I I 1 I ANGLE CLIP, 1 I I i 2 PER MULLION END, I 1 l MUST BE INSTALLED i ! INSIDE OF MULL. I I I I I �TYP.ANCHOR d PER SUBSTRATE, t SEE TABLES 1B-13B INTO WOOF STEEL,ALUI INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR - tic E p�R AN�°lk �INTO WOOD,STEEL, I ® ® ALUM,CMU OR MASONRY j O EDGE DISTANCE PER TABLE 1A Mullion Ca aci Table Ibsfft2 Opening Width(forvettically-spartiing mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 In 90 in 100 in 120 in Rectangular Trap/Tdeng. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectangular TraplTdang. Rectangular TraplTriang, Rectangular Trap/Tdang, Rectangular Trap/Tdang. Rectan( -- 1 X 2 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum.Tube _ i; !✓ z. _ w Mullion " N y m m y m a�, 1 a a a a M ca n .n tO a i° t9 a a ii.`_6' c. CL a c n a a �c ac ad laG m� N� me me m @c m� m m .. m me � v a ab c`Y . � o Vo oti o a . � �a � o„ o oti N C N'V C C'.r�-r. G � C p d C N p d C N p C O C O L C d CO N p Cp O C G O iC .' L •� O >C L•� O .7 O i� _ O .L pD' t '7b,, .0 7b, L �7}' O 'Jr O W 7 �. C tV 7 C W 7.0 c" 7 C N C N C 07 7 .n C N Cr 7 p C d 11 Cr U Qa �c d� �c Qrr �G Qo �a da �c do � c QrC �c ¢0. c QO � c QtC Lc d0 ¢ � �a 42in 111.9 408 129.6 332 93.2 408 115.5 325 79.9 408 107,8 321 69.9. 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 30.9 48 in 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 50,625 in 63.9 281 70.6 .234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 MA 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 541n 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39A 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 C 60 in 38,4 200 41.2 170 32,0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19,2 2D0 25.9 157 16.0 200 25.0 156 J 63 in 33.1 181 35.3 155 27:6 181 30,3 152 23,7 181 26.9 149 20.7 181 24,5 146 18.4 181 22:8 144 16.6 181 21.7 143 3 � 66 in 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72 in 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 76in 18.9 125 19.7 109 15.7 125 16.8 107 78 in 17.5 118 18.2 104 TABLE 1 B Substrata: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116"Elco 1/4"Elco 3116"DeWalt 114"DeWalt 5/16"Et cc 3116'Elco 1/4"Pica 3116"DeWalt 114'DeWalt Capacity YPe Ultracon Uliracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(n): 1" 2-1/2" 1" 2-112' 1" 2-1/2" . 2-1/2" 3.1181, 1`' 2-1/2' 1" 2-1/2' Embedment(in): 1-314, 1-314, 1-3/4' 1-314" 1-3K' "14' 1-3/4" 1-314" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-11t 2 Anchors @ 4.75"Min.O.C.I Standard or Offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs 890 lbs 310 lbs 630 Ibs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 ibs 230 lbs 370 lbs 3201bs 58011 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 4801bs 700 lbs N/A WA 320 Ibs 1260 lbs 370 lbs WA N/A NIA 380 lbs NIA N/A NIA 740 lbs NIA NIP 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780lbs 780 lbs 680 lbs 1560 lbs 620lbs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lb!-- WA 760 lbs 460 lbs 740 lbs 640 lbs 1160 2 Anchors @ 0.45"Min.O,C.1 U-Clip,into.125"Alum.(Fig.4): N/A WA WA NIA NIA I NIA N/A NIA NIA NIA i NIA NIA WA N/A NIA NIA NIP 1 Anchor I F-Clip(Fig.5): 195 lbs 195 lbs 225 Ibs 445 lbs 155.I13s 315 lbs 110lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 Ibs 370 lbs 115 lbs 185 lbs 160 Ibs 29011 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.Q):l 240 lbs 1 350 lbs N/A N/A 160lbs 630 Ibs 1851bs WA N/A N/A 190 lbs WA NIA I NIA 370 lbs N/A NIP 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 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS-IS ALLOW, CFIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR,EXACT DIMENSIONS,SE I ® �� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON TABLE 2A Mullion Ca ac- Table Ibslfe Opening Width(for verb cally-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 901n 100 in 120 In Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular TraplTriang. Rectangular Traprfriang. Rectangular Trap/Triang. Recta 1 x 2 x.375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa Alum.Tube is a o c� .. '� �. v .. n 'o �. c> o .. S 'n v .. v .� v o .� v m Mullion Wn a s a s a o b° o `� `rQ o a o `� n s°i 'a c n�' I;° Gop `b' a(��i ��6° `� a a o u n i@;° �_ a f`cQ� a W W G W W G W W G W Wt.� W W G C W G 1C U 'O U U 'O V U 'p U U U 'p U C] 'O �+ cr U � o � v o Uv U _ .Uo U Uv c`� _ �° � � _ � v C7 _ N O C O O O d `I d = �r7 c N -0 d 6 � c =o ��1 c � _ � G _ � C� C � � �� 0 G L 7 C L 7 = L 7 = ` L 7 O + L•- G t 7 ` 7 C L L 7 LC, ap 7�' C L 7 y L 7 O .�G Or '7p' _ y Z'j •_ tr [tl W y� p .Zi CUB y UC, O' V 7 IU ,p C N l4 D' rd' jGj �C LY 'L� SGi 4 0�1 vL tl' .L �' rL G Q 421n 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.5 662 169.5 518 100.9 662 168.9 517 [42 168.9 517 75.7 662 168.9 517 64.9 48in 121.6 507 136.0 419 101.4 507 119.2 410 .86.9 507 108.7 403 76.0 507 102.6 399 67.6 507 99.6 397 99.0 396 50.7' 507 99.0 396 43.4 50.625in 103.7 456 114.6 379 46.4 456 99.9 371 74.1 456 9o.5 364 64.8 456 84.6 360 57.6 456 81.3 357 80.0 356 43.2 456 80.0 356 37.0 54in 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 4Q0 64.0 3150 62.3 314 35.6 400 61.8 313 30.5 S 60 in' 62.3 324 66.9 276 61.9 324 5-1.5 276 44.5 324 51.2 264 36.9 324 46.9 260 34.6 324 43.9 2574 42.0 255 26.0 324 40.5 253 22.2 G 63 in 53.8 294 57.4 252 44.8 294 49.2 246 3B.4 294 43.6 241 33.6 294 39.8 237 29.9 294 37.1 2344 35.2 232 r15.0 294 33.5 230 19.2 m 66 in 46.8 268 49.6 230 39.0 268 42.4 225 33.4 268 37.5 221 29.2 268 34.1 216 26.0 268 31.6 2158 29.8 212 268 28.0 210 16.7 7 � 72 in 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 188 22:5 225 25.6 185 20.0 225 23.5 1825 22.1 180 225 20,3 177 12.9 76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19..7 165 15.3 202 ISA 163 202 16.7 160 10.9 78 in 28.3 192 29.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 153 192 18.1 157 14.2 192 16.8 155 192 15.2 152 10.1 90 in 18.5 144 19.0 128 15.4 144 16.1 126 96 in 15.2 127 15.6 113 TABLE 2B Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3119'Elco 1/4"Elco 3116"OeWatt 1/4"DeWalt 5/16"Elco 3116"Elco 114"Elco 3116 DeWalt 1/�t'DeWal Capacity Anchor Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ul(racon Ultracon Ultracon+ Ultracon+ (ibs) Edge Distance(in): 1" 2-1/2' 1" 2-1/2' 1" 2-1/2" 1" 2-1/2" 3-1/6, 1" 2-1/2' 1" 2-1/2" 1" 2412' 1" 2- Embedment(In): 1-14" 1-3/4' 1-314" 1-314" 1-3/4" 1314" 1-3/4" 1--44" 2' 1-114" 1-1/4" 1-1/4" 1-1/4, 1-114" 1-114" 1-1/4" 1= 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1)-. 390 Its 390 lbs 460 lbs 890 Its 310 lbs 630 lbs 220 lbs 6701bs 1644 Ibs 270Ibs 9801bs W4 its 740 lbs 1 23014s 3701b% 320lbs I 56C 4Anchors @ 1.16'Min.O.C.I Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A NIA 320 Ibs 1260 lbs. 370 Ibs NIA N/A NIA 380 Ibs NIA NIA N/A 740 Ibs N/A N 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 Ibs 660 Ibs 1560 lbs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 1696 Ibs 540lbs 560 Ibs N/A 760 Ibs 4601bs 740 Ibs 640lbs 116 2 Anchors @ DAT Min.O:C.I U-Clip,Into.12.9'Alum.(Fig.4): NIA NIA NIA NIA MIA NIA WA MIA N/A NIA N/A N/A NIA NIA NIA N/A N 1 Anchorl F-Clip.(Fig.5): 1951bs 195lbs 225 lbs 446lbs 155lbs 315lbs 110lbs 436Ibs 8221bs 135lbs 1401bs 1771bs 370 lbs 1151trs 1051bs 160 lbs 29C 2 Anchors @ 1.15"Min.O.CI F-Clip(Fig.%. 240 Ibs 350 Ibs N/A N/A 1 160 Ibs 630 Ibs 185 Ibs N/A N/A N/A 190 Ibs NIA WA NIA 370 Ibs N/A N 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- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOW; FIGURE 3: TABLE 3A Mullion Capacity Table(lbs/ftZ) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 11 80 in 90 in 100 in 120 in 1 x 2.75 x Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraprWang, Rectangular Trap/Tdang. Recta Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loa .375 Alum. Tube _ Z o ' L 1� Epp {:p;CL . K R.tl 1000CQC N f0 0 0 0 l0 {p W ft7 G M CL O. a s 4 C..0 1]. ..fl(filUlllOn `� o n o o n n n a n a a as a aoCfl fa o iv me m a so me m me m ,va m c 0 me m ma mc. mU Uv� v U Uro U Uv U Uro U � ro U Uro U Uro((�� a (y oo ?! norrsVcooco N 0 O N(� 0 co $�=pLC G t'jL t _.`Y�." L7 C 7 . _ rr A d N Ol N 67 .0 UC Ad¢ � � � as2- as N' aW- 5� � � J� ao � � ¢Ir 2c ¢� gam. a� � � ¢n 2c �� 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 48 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 54in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 146.0 714 96:8 907 141.1 710 80.6 907 140.0 709 69.1 60 in 141.1 735 151.5 625 117.E 735 130.3 611 100.8 735 116.0 599 88.2 735 106,2 590 78.4 735 99.5 583 70.6 735 95A 578 58,8 735 91.8 674 50.4 63 in 121.9 666 130.0 570 101.6 666 111.5 557 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 $68 79.8 526 50.8 666 75.8 621 43.6 co 66 in 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 C J 72 in 81.6 510 85.8 443 68.0 510 73.0 434 58.3 510 64,3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 3 76in 69.4 458 72.5 400 67.8 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 24.8 78 in 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26,8 435 34.4 344 22.9 90 in 4.1.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 96 in 34.4 287 35.4 257 28.7 287 29.9 252 24,6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108 in 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 7 16.0 195 1111n 22.3 215 22.7 194 48.6 215 19.1 i91 15.9 216 16.6 188 120 in 17.6 184 17.9 167 TABLE 3B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3116'Elco 1/4"Elco 3/16"DeWalt 114"DeWalt 5/16"Elco 3/16"Elco 114"Eloo 3/16"DeWalt 1/4"DeWall Anchor Type;Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultraoon+ (lbs) Edge Distance(in): 1" 2-112' 1" 2-1/2" 1" 2-11T 1" 2-1/2" 3-118" 1" 2-1/2" 1" 2-1/2' T' 1 2-1/2" 1" 1 2-1. Embedment(in); 1-3/4" 1-3/4" 1.314" 1-3/4" 1-39, 1314" 1-3/4' 1-W' 2" 1-114" 1-114" 14/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1. 2 Anchors @ 4.75"Min.O.C./Standard or Ofiset.Clip(Fig.1): 390 lbs 390 lbs 450 lbs 890 lbs 310 lbs 630 lbs 220 lbs 870 lbs 1644 lbs 270 Ibs 280 lbs 354•Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 580 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs N/A N/A 320 lbs 1260 lbs 370 lbs WA WA NIA 380 lbs WA WA NIA 740 lbs N/A N/. 4 Anchors @ T Min.O.C./(2)2x5 Angle Gips/(Fig.3): 780lbs 780 Jos 680 lbs 1560 lbs 620 lbs 1260.lbs 440lbs 1740 lbs 1896lbs 540lbs 560 lbs WA 760 lbs 460 Ws 740 lbs 640 lbs 1160 2 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig,4): N/A WA NIA WA WA NIA NIA NIA WA WA WA NIA WA NIA N/A N/A NL 1 Anchor/F-Gip(Fig.5): 195lbs 195lbs 225 lbs 445lbs 155lbs 315lbs 110lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 115 lbs 185 lbs 160 lbs 290 2 Anchors @ 1.15"Min,O.C./F-Clip(Fig.6): 240 lbs 350 Ibs NIA WA 160 lbs 630 lbs 185 lbs N/A NIA WA 190 lbs N/A WA NIA 370 lbs NIA Ni, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHE FIGURE 1: FIGURE 2: TABLE NOTES: • 1)SEE SHEET 1 FOR.INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORM, TABLE 4A _ Mullion Capacity Table(lbsllf) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 10 in 80 in 90 in 100 In 120 in 1 X 2.75 x Rectangular Trap/Tdang, Rectangular Trap/Triang. Rectangular TYap/Tdong. Rectangular Trap/Toang. Rectangular Trap/7tiang. Rectangular Trap/Tdang. Rectangular TraplTdang. Rectanc, Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii .650 Alum. Tube �' .i; ;� �_ � �' ;� . o 's.. o c� o 0 9 ci o •o o v n .. c� c�r. c� 'ci... c� o„ n �.. � c�.. o f0 (0 l0 tV t0 to fO wig t0 N N f0 f0 N W f0 N f0 N N f6 N (C f0 t� fO W N R N t7 f0 N 0. 4� 4 4 4 4^ G. 0.A 4 4a 4 4� 4 4� 4 CL CL Q. C� 0. G.A 4 4� 4 4.0 4 4� Mullion c5 m e m M m W m so c m ca c m m e m m m m m m e m m a w m e �v m e m, roc m m mo 3 U UZ7 U Up U Q.0 U 0�0 U_ 010 U U-0 U 0-0 U_ Uv U_ U 0 U _ 010 U L) U U� U_ U'0 U (_� U -O U_ C 0(D C N p._ C(� o N O. O.`0- � C � C m C m C N � C � C tV o,��- Cray 15�_ C�C C= C O O L G 9 C q�+ 2 O N _ C O._ G G O-_ 0 O.�_ C C O .� C 'a. p�C O _ L ' _ L iT L 0 _ L p0' _i(C� .0 0 _ .0 7 L 7, F 0' L L 7 __ y _ 7 _ •C Q• -� t 0 ,Np V N 0 a G N 7 a C .N 0 G N 7 C CN 0 A U O! 0 1� N 0 a G N 0 .G C F 0 C N 0 .NC 0 `.' 0 4 N� 0 LN c c Q 0 c ¢ c a c Q fY �c Q c Q c Q c Q c c K c 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.6 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 *170.0 680 141.7 1417 170.0 680 121.5 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1286 170.6 756 121.9 1286 170.0 756 104.5 54In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 861 66.1 60in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 11S.5 720 73.2 915 114.4 715 62.8 63 in 151.8 830 161.9 710 126.5 830 138.9- 694, 108.5 830 123.2 681 94.9 830 112.2 .670 84.4 830 104.6 662 75.9 630 99.4 656 63.3 830 94.5 649 54.2 s m 66 in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.5 757 86.1 614 73.4 757 89.1 608 66.0 757 84.2 800 55.0 757 78.0 593 47.2 C 72in 101.7 636 196.8 552 84.8 636 91.0 540 72.7 636 80.1 530 63.6 636 72.2 521 56.5 636 66.5 514 50.9 636 62.3 508 42.4 636 57.2 500 36.3 76in 86.5 571 90.4 498 72.1 571 76.8 488 61. 571 67.4 479 54.1 571 60.6 471 48.0 571 55,5 464 43.2 571 51.8 459 36.0 571 47.0 451 30.9 781n 80.0 542 83.4 474 66.7 542 70.8 48.5 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 90in 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 18.6 96in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32A 309 26.8 358 28.8 304 23.8 358 26.1 300 21.5 358 24.0 296 17.9 358 21.0 269 15.3 108in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 III in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15.4 267 16.5 226 . 120 in 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 TABLE 4B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3116'Elco 114"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3116"Elco 1/4"Elco T*'DeWalt 114"DeWalt Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-112 1" 2-1/2" 3-1/W' 1" 2-1/2" 1" 2-11T 1" 2-1/2" 1" 2-11, Embedment(in): 1.3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 1-314" 1-314" 1-3/4" 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/, 2 Anchors @ 4.75"Min.O.C.I Standard or Offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs.. 890 lbs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 16441bs 270 Ibs 280 Ibs 354 Ibs 7401bs 230 Ibs 370 Ibs 320 Ibs 5$0 II 4 Anchors @ 1.15"Min.O.C.I Standard(or Offset)Clip(Fig.2): 480 lbs no lbs N/A WA 320 lbs 1260lbs 370 lbs N/A WA NIA 380 lbs NIA NIA NIA 740 lbs NIA NIA 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips I(Fig.3): 780 lbs 780 lbs 680 lbs 1660 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs 11601 2 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): N/A N/A N/A N/A WA NIA N/A WA WA NIA NIA N/A WA NIA NIA NIA NIA 1 Anchor/F-Clip(Fig.5): 195 lbs 195lbs 225lbs 445lbs 155Ibs 315 lbs- '110lbs 435 lbs 822lbs 135lbs 140 lbs 177 lbs 370 lbs 115lbs 185 lbs 160 lbs 290 11 2 Anchors @ 1.16"Min.O.C:/F-Clip(Fig.6): 240 lbs 350 lbs NIA WA 160lbs 630 lbs 165lbs N/A NIA WA 190 lbs NIA WA N/A 370 lb s N/A NIA 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 SI = FIGURE 1: - FIGURE 2: - TABLE NOTES: -- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIO. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 5A Mullion Capacity dapacity table Ibs/fl? Opening Width(far vertically-spanning mullions)or Opening Height(for horizontally-spanning mullio(s) 50 in 60 inrReclan 70 in 80 in 90 In 100 in 120 in Rectangular Trap/Triang. Rectangular Traprildang. r Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/7dang. Rectan( 1"x 3.125"X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadir .500"Alum ;;_ ;✓ 4-1 a Tube Mull v cS m o 0 0 o � co a o W W!� W N Vl W W W W W W W W W W W W W W W U-G0. 0..0 p. 4.R Q. 0.� fl 4� Ay a ay •II 6 d 0. W W W W.G IO W G W W es+ C W W G W f0.O c+ [0 N f-' W v N ' W WU 0-0 0 U -0 U U'� 'U UvO U _ 0 -0 V 0 .0 U_ 0V U_ U-0 a ry_ U-0 V N U 0 U (�v C) Uv V U d cry d C(N�j o .m- O N O C o O O N o O fC G d o C G G�' o V L a 2 C L C t 7 L 7 L 7 L a .0 �, �, =U O' Q - U Cf N V Q' N U Ct y U y U CT tl V 7 V d V m75 m c mm �' c m n c m q c m a c m o a m 0 o c m do a cr G a G a � �.� ¢o �� a0: �� atr �" atr �G a� �-� aoG �G ao; �� a� G l42 in 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 1?0.0 992 170.0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170,0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170,0 1345 170.0 747 170.0 1494 1.70.0 756 141.7 1495 170.0 756 121.5 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.E 1401 170.0 861 106.8 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1150 170.0 878 138.7 1166 167.0 928 123.3 1156 156.5 917 111.0 1156 149.7 910 92.5 1156 144.5 903 79.3 63 in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 132.0 836 95.9 1049 125.5 828 '79.9 1049 119.3 820 68.6 s m 66 in 186.8 955 170,0 789 139.0 955. 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.8 765 83.4 955 106.4 757 69.5 955 99.8 749 59.6 c 72 in 128.5 803 134.9 697 107.0 803 1,14.9 662 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 642 $3.5 803 72.2 632 45.9 76 in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 606 68.3 721 76.5 595 60.7 721 70,1 586 54.6 721 65.4 579 45.5 721 59.4 569 39.0 78 in 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 78.4 576 63.1 684 70A 567 56..1 684 64.4 558 50.5 684 59.9 551 42.1 684 54.1 541 36.1 90 in 65.8 514 67,9 456 54.8 514 57.3 448 47.0 514 60.0 440 41.1 514 44.6 433 36.5 514 40.6 427 32.9 614 3T3 421 27.4 514 33.0 412 23.5 96In 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 365 19.4 108 in 38.1 357 38.9 322 31.7 357 323 317 27.2 357 28A 312 23.8 357 25.2 308 21.1 357 22.7 303' 19.0 357 20.8 299 15.9 357 16.0 293 13.6 Ili in 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 12.5 120in 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15,4 289 16.3 249 11 13.9 289 14.9 246 11.6 289 12.8 240 9.9 TABLE 56 Substrate: 2-7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 114"Elco 3116'DeWalt 1/4"DeWalt Capacity Anchor Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 1 2-1/2" 1" 2-1/: Embedment(n): 1-3I4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4' 2" 1-1/4" 1-1/4" 1-114, 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/1 2 Anchors @ 4.75"Min.O.C.I Standard or Offset Clip(Fig.1): 390lbs 3901bs 450 Ibs 8901bs 3101bs 630 Ibs 220Ibs 870 lbs 1644lbs 270lbs 280 lbs 3541bs 740 Ibs 2301bs 370 Ibs 3201bs 580 I. 4 Anchors @ 1.15'Min.O.C./Standard(or Offset)Clip(Fig:2)., 480 Ibs 700 Ibs N/A WA 320 Ibs 1260 Ibs 370 Ibs N/A NIA NIA 380 Ibs N/A WA NIA 740 lbs NIA NIP 4 Anchors @ 3"Min,O.C./(2)2x5 Angle Clips/(Fig.3): 780lbs 780 Ibs 680 Ibs 1660 Ibs 620lbs 1260 Ibs 440 Ibs 1740 Ibs 1896lbs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 3 Anchors @ 0.45"Min.O.C./U-Clip,Into.125"Alum.(Fig.4): NIA WA N/A WA WA N/A NIA WA WA . WA N/A WA WA N/A NIA N/A N/A 1 Anchor I F-Clip(Fig.5): 195Ibs 195 Ibs 225 Ibs 445lbs 1551bs 315Ibs 110lbs 435 Ibs 822lbs 1351bs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 1601bs 29011 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 Ibs 350 Ibs N/A WA 160 Ibs 630 Ibs 185 Ibs WA WA NIA 190 Ibs NIA WA N/A 370 lbs N/A NIA 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 INFORMAT 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A - Mullion Capacity Table(lbs/fe) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 tp 60 in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Traprfiiang. Rectangular Trap/Tdang. Rectangular Traprrriang. Rectangular TraplTriang. Rectangular Traprildang. Rectangular Trap/Triang. Re 1 x 4 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Alum.Tube _ _ _ s s Mullion l0 !C �i to R l0 m M m m N to l0 N f0 0 N {C N m m l0 R l0 m N f0 N l0 A 10 IO N fO 0 N lG a n a a_ o- n a a a s a o.n t7 a n 0_0 a o `6' a �' o a a a a a`+� a a g 0. n O n 0 G l0 l0 v IO lO v t0 {0 G t0 G M 10 G 10 f0 G M l0 G f0 G (0 C l0 f0 G l0 G N N (0 lC G (0 � _ c`Sv � _ c0 o � _ U � o iY ov Ov vb o o 0 v Uv n c�� o C7 a o c ro c 01 c P c co $ P' c o t' c o ° c o dr `o c `o L' c �-� 4 g 15 �'� 3 t5 .T.J t•� Ly L•� Ly .C7 L 7. L 7• U 7 U N V a 7 N V7}' y D N U U f 7 N V iU .p Tom.. 67 C 7 •O C W 7 •NQ. O 6fU ay CV, OCf C tlCf• ;� C ,p C, 7 ,� G •p C, W p C N a C d c d v R 42 in 170.0 620 170.0 435 170.0 744 170.0 47s 170.0 868 170.0 506 170.0 992 170.0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170,0 660 130.3- 1303 170.0 680 11' 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170,0 756 117.1 1235 170.0 756 10( 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 637 123.5 1158 170.0 856 102.9 1158 170.0 861 88 60 in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 615 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782' 71 63In 170.0 930 170.0 745 151.2 992 163.6 818 129.E 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 64 66.in 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 102,2 727 68.9 947 95.1 713 59 c 72 in 135.9 849 142.7 737 113,2 849 121.E 722 97.0 849 106.9 708 84.9 649 96.4 696 76.5 849 68.7 686 67.9 849 82.7 675 56.6 849 75.3 659 48 76 in 115.5 762 120.7 665 96.3 762 102.6 652 82.5 762 90.0 640 72.2 762 60.9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41 3 78 in 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68-1 591 53.4 724 63.4 583 44.5 724 57.3 573 38 901n 69:6 543 71.8 483 58.0 543 60,7 474 49,7 543 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 543 39.5 446 29.0 543 34.9 436 24 961n 57.3 478 58.9 427 47.8 478 49.7 419 [21.0 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28,7 478 32.0 395 23,9 478 28,1 386 20 108 in 40.3 377 41.1 341 33.5 377 34.6 335 377 30.0 330 25.2 377 2&6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14 Ill in 37.1 357 37.8 323 30.9 357 31.8 318 357 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 29.3 306 29.8 279 24.5 306 21.1 274 306 21.7 270 18.3 308 19.2 267 16.3 306 17,3 263 144 in 17.0 .212 17.2 106 TABLE 6B Substrate; 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 114"De' Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultrac( (Ibs) Edge Distance(in): 1" 2-112" 1" 2-112" 1" 2-1/2' 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" Embedment(in): 1-3/4" 1-314" 1-34' 1-314' 1-3/4" 1-314, 1-3/4" 1-3/4" Z. 1-114" 1-1/4" 1-14' 1-1/4' 1-1/4" 1-1/4' 1-114" 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1&2): 390 lbs 390 lbs 450 lbs 890 Ills 310 lbs 630 lbs 220 Its 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.3): 700 lbs 700 lbs 580 lbs 1410 lbs 620 lbs 1260lbs 42016s 1720 lbs 952 lbs N/A 560 lbs WA 630 lbs 390 lbs 740 lbs 510 lbs 8 Anchors @ 1.15"Min.O.C.i Standard(or Offset)Clip(Fig.4): 960lbs 1400lbs NIA N/A 640 lbs 2520 lbs 740 lbs WA N/A WA 760 Ib's NIA WA N/A 1480 lbs NIA 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs NIA 760lbs 460 lbs 740 lbs 640 lbs 6Anchors @ 3"Min.O.C./(2)2x5Angle Clips/(Fig.6): 1170 lbs 1170lbs 1020 lbs 2340lbs 930lbs 1690lbs 660lbs 2610 lbs 2844 lbs 810 lbs 840 lbs WA 1140lbs 690lbs 1110 lbs 960 lbs - 4 Anchors @ 0.46'Min.O.C./U-Clip,into.125"Alum.(Fig.7): NIA N/A NIA • N/A NIA N/A N/A NIA NIA NIA N/A WA N/A NIA N/A NIA 2 Anchors @ 2.25"Min.O.C./F-Ciip(Fig.8): 350lbs 3501 2901bs 7051bs 310 lbs 630 lbs 2101bs 860 lbs 476 lbs WA 1 280 lb. WA 315 Ibs 195 lbs 370 lbs 255 lbs 4 Anchors @ 1.15"Min.O.C./F-Clip(Fig.9): 480 lbs 700 Ibs I NIA WA 320 lbs 126fl lbs 370 lbs NIA N/A NIA 1 380 lbs NIA MIA I NIA 740 ibs N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --- - -- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Ftr,t IRF R Frr,r IaF 4• TABLE 7A Mullion Capacity Table(Ibsfft2) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 In 80 in 90 in 100 in 120 in 1 x 4 x.375 Rectangular Trapriliang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular TrapMang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectar Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loac Alum.Tube tcWY Wc� ci Wf rUS _ . W _� _ � .c D: � a Q �GC .mac_• roo W W W W t f W i n � d• cO 8i. W d Mullion � � c �CL i v •cLao0 it '_ L _ r rC W U ' d C U U UU lu alQx � QC '2 K Q 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 1 170.0 519 176.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170. 170.0.1 170.0 661 170.0. 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 080 170.0 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 54In 170.0 797 170.0 612 170.0 956 170.6 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 60in 170.01 885 170.0 701 1 170.0 1063 1700 797 '170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 1 155.51 1619 170.01 1033 129.6 1619 170.0 1063 111.0 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1408 170.0 1015 166.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 10%7 66 in 170.0 974 170.6 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 '1472 170.0 1066 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.6 Of 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.01 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 J 76in 170.0 1122 170.0 937 149.6 1184 159.4 1013 128,2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.31 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 78 in 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.6 906 69.2 1124 89.0 890 59.3 90 in 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 64.0 844 61.4 693 45.0 844 64.2 678 38.6 96 in 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 108in 62.6 586K22.0 52.1 586 53.8 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 26.1 586 29.6 481 22.3 III in 57.6 55548.0 555 49.5 495 41.2 555 42.9 487 36.0 555 38.0 460 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 120 in 45.6 47538.0 475 39.0 426 32.6 475 33.7 420 28.5 475 29,8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 144 in 26.4 330 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5116"Eloo 3/16"Elco 1/4"Elco 3116'DeWalt 114'DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultraconl+ (Ibs) Edge Distance pn): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3.118" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/: Embedment(in): 1-314" 1-3/4" 1-3/4" 1-314' 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-114, 1-1/4" 1-1/� 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1&2): 390 lbs 390 Ibs 450lbs 890 Ibs 310 Ibs 630 lbs 2.0 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 lbs 740 lbs 230 Ibs 370 Ibs 320 Ibs 5801 4 Anchors @ 2.25"Min_O.C./Standard(or Offset)Clip(Fig.3): 700 Ibs 700lbs 580lbs 1410 Ibs 620 lbs 1260 Ibs 420 Ibs 1720 Ibs 952 Ibs WA 660 Ibs N/A 630 lbs 390 Ibs 740 Ibs 510 Ibs 1060 8 Anchors @ 1.15"Min.O.C.I Standard(or Offset)Clip(Fig.4): 960 Ibs 1400 Ibs WA NIA 640 Ibs 2520 lbs 740 Ibs N/A WA WA 760 Ibs NIA WA N/A 1480 Ibs N/A N/f 4 Anchors @ 3"Min.O.C./(2)W Angie Clips/(Fig.5): 780 Ibs 780 lbs 680 Ibs 1560 Ibs 620 lbs 1260 Ibs 440 Ibs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 6.Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips/(Fig.6): 1170 lbs 1170 Ibs 1020 Ibs 2340 Ibs 930 Ibs 1890 lbs 660 Ibs 2610lbs 2844 Ibs 810 Ibs 840 Ibs WA 1140 lbs 690 Ibs 11101bs 960 lbs 1740 - 4 Anchors @ 0,45"Min.O.C./U-Clip,into.125"Alum.(Fig.7): N/A N/A N/A N/A NIA N(A N/A N/A NIA N/A N/A NIA WA N/A NIA WA WI 2 Anchors @ 2.25"Min.O.C./F-Clip(Fig.8): 350 Ibs 350 Ibs 290Ibs 705 Ibs 310 Ibs 630 Ibs 210 Ibs 860 lbs 476 lbs N/A 280 Ibs WA 315lbs 195 ibs 370 lbs 255 Ibs 5301 4 Anchors @ 1.15"_Min.O.C./F-Clip(Fig.9): 480 Ibs 7001bs N/A WA MO Ibs 1260 Ibs 370 Ibs NIA WA WA 380 Ibs NIA WA N/A 740 Ibs WA WF NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FJAI IRF. 1 FICI)RF J• Fl("I IRF St• G111-1 IRI=n• rir±t lot:o. rtnt tnr.,. 1)SEE SHEET 1 FOR INSTRUCTIONS ON I IRINC;THE TARI FC ANrl cuGr=T 7r r=nv tort TABLE 8A Mullion Capacity table(lbsfft) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 In 120 in 1 28"X Rectangular 7rap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapffriang. Rectangular Trap/Kiang. Rectangular Trap/Triang. Rectangular 7rap/Tdang. Reef; Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lor 3.188"x 265"Alum _ Z' � Z' Al_ Al � �' A - - s; aL:111' g 0'VU y 0{O l9 l0 lfl IC 10 N l0 lO f0!1 QTube Mull i o. a. n a a '$n n �° n n a.o c� n '�i,' n a n a � ail ILLS. aca � P � _ c� 0 ��_ _ C m G ,.� G L N G `b .�.. G N 0 C 0 15 ! =• O7C •' O L •� O ` _ O .Lp..•j C L G 1_F L 7 t ,� .G F 75 a " `� "55 a c iu d ' c � t07T< �Ga Qd2 a tr 42In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 119.5 170.0 723 170.0 1345 1.70.0 747 167.0 1468 170:0 756 139,2 1468 170.0 756 119.3 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 166.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 63 in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1061 155:9 862 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 66in 167.1 957 170.0 789 139.3 957 151.6 805 119.4 9,57 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 C 72in 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 76 in 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 680 45.6 722 59.5 570 39.1 7 2 78 in 101.2 685 105.6 600 84.4 685 89.6 588 72.3 685 78.5 577 63.3 685 70.5 .568 56.2 685 64.5 560 50.6 685 60.1 553 r22 686 54.3 643 36.2 90 in 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 515 33.1 413 23.5 96 in 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 453 26.6 366 19.4 108 in 38.1 358 39.0 323 31.8 358 32.8 318 2 ..2 358 28.4 313 23.8 358. 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 358 16.0 293 Ill In 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 144 in 16.1 201 16.3 186 TABLE 8B Substrate: 2.7k Concrete 3k Concrete 3.51C Conc. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3116"DeWalt 114"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2" 1" 1 2-1/2" 1" 2-1/2" V 2-1/2" 3.1/F' 1" 2-1/2" 1" 2-1/2" 1" 1 2-1/2" T' 1 2-11 Embedment(in): 1-314' 1-3/4" 1-314'. 1-34' 1-3/4" 1-3/4" 1-314" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-lK' 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs 890 lbs 310 Ibs 630 lbs 220 lbs 870 Ibs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 5801 4 Anchors @ 1.16"Min.O.C.I Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs NIA N/A 320 lbs 1260 Ibs 370 lbs NIA NIA N/A 360 lbs NIA N/A NIA 740 lbs N/A Nil 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 1660 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs. 1896 lbs 540 lbs 660 lbs WA 760 lbs 460 lbs 740 lbs 64.0 lbs 1160 4 Anchors @ 0.45"Min.O.C./U-Clip,Into.125"Alum.(Fig.4): NIA I WA N/A N/A N/A WA N/A NIA NIA N/A N/A NIA WA NIA N/A NIA N/l 1 Anchor/F-Clip(Fig.5): 195lbs 195 lbs 225 lbs 445lbs 155lbs 315 lbs 110 lbs 435 lbs 822 lbs 135lbs 140 lbs 177 lbs 370 lbs 115 lbs 185 lbs 160 lbs 2901 2 Anchors @ 1.15"Min.O.G./F-Clip(Fig.6):l 240 Ibs 350 lbs NIA WA 160 Ibs 630 lbs. 185 lbs NIA N/A NIA 190 lbs NIA I WA NIA 370 ibs N!A Nil 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 11 0 r%j 1 nnntr.in_ Car QUCCT[l n•w r/�n 1+��.r-r". .....-.... .+..+..-----•---- TABLE 9A - --- - ---- - - -- - ----- - -- -- - -- Mullion Capacity Table(Ibs/fi) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 1. 100 in 120 in 140 1.25 X'3.25 Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular Trap/Triang. Rectangular Trapffdang. Rectangular TraprTriang. Rectangular Trap[Triang. Rectangular Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading X.100 Alum.Tube 21k r Z. Z Z. ZI ZI Z'Mulliolf R as RE S- a a r w t4 d �CC t4 to�� tpp3 cps �8 B 8�^ O _•= O .+ = J t 7 t L 7 t 5 O 1 3 U S C C _ C _ dC �. rr Q Q 2z ¢ Q g a if a ¢ _ ° �i _ �D: � c Q � Q g Qrr � Q� 42in -170.0 620- 170.0 435 -170.0 744- 170.0 -478 170.0 -868 170.0 506-- '170.0- 992 170.0 519- 170.0 -1116 170.0 521 153.3 1178 .170.0 521 127.7 1118 170.0 521 109.5 ilia 48 in 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 83.8 978 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 54in 170.0 797 170.0 612 154.5 869 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 66.2 869 60 in 143.2 746 153.8 634 119.4 746 1,132.3 620 102.3 746 1 117'.8 608 89.5 746 107.8 599 79.6 746 101.0 592 1 71.6 1 746 1 96.6 587 59.7 746 93.3 1 683 51.2 746 63 in 123.7 677 132.0 579 103.1 677 113.2 566 88.4 677 100.4 555 77.3 677 91.4 546 68.7 677 85.2 539 61.9 677 81.0 534 61.6 677 77.0 529 44.2 677 m 66in 107.6 617 114.1 530 89.7 617 97.6 519 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 64A 483 38.4 617 J c 72 in 82.9 518 87.1 450 69.1 518 74.2 440 59.2 518 65.2 432 51.8 518 58.8 425 46.1 518 54.2 419 41.4 518 50.7 414 34.5 5T8 46.6 408 29.6 518 0 76 in 70.5 465 73.7 406 58.7 465 62.6 308 50.3 465 54.9 390 44.1 465 49.4 .384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 38.3 367 25.2 465 78 in 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 90 in 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 96in 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26.4 252 21.0 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14.6 291 17.1 236 12.5 291 108 in 24.6 230 25.1 208 20.5 230 21.1 205 .17.5 230 18.3 201 16.4 230 16.2 198 111 in 22.6 218 23.1 197 18.9 218 19.4 194 16.2 218 16.8 191 14.1 218 14.9 188 120in 17.9 187 18.2 170 14.9 187 15.3 167 TABLE 9B Substrate: 2.7k Concrete 3k Concrete 3.5k Cono. Hollow CMU Anchor AnchorT 3116"Elco, 1/4"Eloo 3/16"DeWalt 114"DeWalt 5116"Elco 3/16"Eloo 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity YPe- Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Dlstame(in): 1" 2-112" 1" 1" 2-1/2" i" 2-1/2" 3-1/8" 1" 2-112" 1" 2-1/2" Embedment(in): 1-314" 1-3/4" 1-3/4A�ab. 1-3/4" 1-3/4" 1-3/4" 1.314" 2" 1-114, 1-1/4" 1-1/4" 1-1/4" 1-114, 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4.75"Min.O.C.!Standard or Offset Clip(Fig.1); 390lbs' 390lbs 450 Ib 3101bs 6301bs 220 lbs 870 lbs 1644lbs 270 Ibs 280 lbs--[ 354 lbs 740lbs 230 lbs 370 Ibs 320 Ibs 5801 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs N/A I N/A 320 lbs 1260 lbs 370 lbs NIA WA N/A 380 lbs I WA WA NIA 740 lbs N/A N// 4 Anchors @ T Min.O.C./(2)2x5 Angie Clips/(Fig.3): 780 lbs 780lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 ibs 18961bs 640 lbs 560 lbs WA 760lbs 460 lbs 740 lbs 640 lbs 1160 3Anchors @ 0.54"Min.O.C./U-Clip,Into.100"Alum.(Fig.4): N/A WA N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A N// 1 Anchor/F-Clip(Fig.5): 195 lbs 195lbs 225 lbs 445 lbs 155 lbs. 315lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177lbs 370 lbs 115lbs . 185 lbs 160 lbs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 lbs 350 lbs N/A N/A 160 lbs 630 lbs 185 lbs N/A WA NIA 190 lbs N/A N/A N/A 370 lbs N/A NO NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: -- -- -_ ---------- -- TABLE NOTES: - -- - - -- FIGURE 2: ® ® Fe S 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORI • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE10A Mullion Capacity Table(Ibsift2) Opening Width&rverfically-spanning mldlions)orOpening Height(Whorizorddily-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140' 125x326 Rectangular Trap/Triang. Rectangular TrapfRiang- Rectangular Trap/Triang. Rectangular Traplfriang- Rectangular Trapfrdang. Rectangular Trap/rdang. Rectangular Trapfitiang. Rectangular x.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loading. Alum-Tube « « A « A a « « « « « « « « « « « « A « a a « «Uro Uro v Uro Uro-Go , naa asn "on.N-. 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O : OOCO.O C Com C ` ` O 2 co Q nQ � 5 G Qc 12 : 1 mr M OC 2 LQo lvY5 42in 170.0 -620 170.0 435 170.0 1 744 1 170.0 47-8 170-0 868 170.0 506 170.0 992 170.D 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 48in 170-0 708 170-0 524 170.0 850 170.0 504 170.0 992 170.0 630 170.0 1133 170-0 661 170.0 1275 170.0 677 170.0 1417 '170-0 680 170.0 1700 170-0 680 169.7 1979 50.625 in 170.0 747 170.0 563 170A 896 170.0 631 170.0 1D46 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 '170.0 1793 170-0 756 162.5 1877 54in 1170.0 797 170.0 612 170-0 956 170-0 691 170.0 1116 170.0 754 170.0 1275 170-0 803 170.0 1434 170.0 837 170.0 11594 170.0 856 156.4 1759 170.0 861 '134.1 1759 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170-0 1240 170.0 1 878 170.0 1417 170.0 9" 161.1 1 1511 1170.0 996 145-0 1511 1 170.0 1033 120-8 1511 170.0 1063 1103.6 1511 63in 170.0 930 170.0 745 170.0 1116 170.0 60170-0 1302 170.0 940 156.E 1370 170.0 1015 1392 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 $9.6 1370 0 66in 170-0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 179.0 1002 136.2 1248 158.6 Ion 121.1 1248 147.1 1000 108.9 1248 139,0 9B9 90.8 124E 130.4 978 77.8 1248 C J 72in 167.8 1049 170.0 878 139.9 1049 150.2 892 119.9 1049 132-1 875 104.9 1049 119.1 86D 93.2 1049 109.7 648 83.9 1049 102.7 838 69.9 1049 94.3 825 59.9 1049 0 76in 142.7 941 149-1 822 1 118.9 941 126.8 805 101.9 941 111.2 791 892 941 100.0 777 79.3 941 91-7 766 71.4 941 $5.5 767 69.5 941 77.6 744 51.0 941 3 78in 132.0 894 137.E 783 110-0 894 116.9 7t7 94.3 894 102.4 753 B2.5 894 91.9 740 73.3 694 84.1 730 66.0 894 78.3 721 55.0 894 703 707 47-1 894 90 in 85.9 1 671 88.7 1 596 71.6 671 74.9 585 614 671 65.3 575 53.7 671 58.2 566 473 671 1 52.9 556 43.0 1 671 46.8 551 36.6 671 43.1 539 301 G71 96 in 70-8 590 12.8 627 59.0 590 61.4 618 50.6 690 63.4 509 44-3 690 47-5 502 39.3 590 43.0 494 36.4 690 39-6 46B 29.5 690 34-7 477 25.3 690 IN in 49.7 466 50.6 421 41.4 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29-7 396 24.9 466 1 27.1 391 20.7 466 1 23.6 382 1 17.8 466 III in 45.8 441 46-7 400 382 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25.4 441 27.2 376 22-9 441 24.9 372 19.1 441 21.5 363 16A 441 120in 36.3 378 36.9 344 30-2 378 31.0 339 25.9 378 26:8 334 22.7 378 23.7 329 2D.1 378 21.3 325 18.1 378 19.5 321 15.1 378 16.7 314 144 in 21.0 262 21.2 242 ITS 262 17.8 1 239 16.0 262 15.3 1 236 TABLE10B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116"Elco 114'Elco 3116"DeWalt 1/4"DeWalt 5/i6"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(Jn): 1" MIT 1" 2-112" 1" 1!1-�3!14" 1" 2-1/2 34/8" 1" 2-1/2" T' 2-1/2" 1" 2-112' T' 2-11 Embedment(n): 1-314" 1-314" 1-3i4" 1-314" 1-314" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-114" 1-114" 1-114" 1-1/4" 1-114" 1-11 2 Anchors @ 4J&'Min.O.C./Standard or Offset Clip(Fig,ij: 390 lbs 390 Ibs 45Q Ibs 890 lbs 310 Ibs I 630 Ibs 220 Ibs 870 lbs 1644 fbs 270 Ibs 280 fbs 354 ibs 740 lbs 230 lbs 370 lbs 320 lbs 5601 4 Anchors @ 1.15"Min-O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 Ibs NIA N/A 320lbs 1260 Jbs 370 lbs N/A N/A NIA 380 Ibs N/A N/A N/A 740 lbs N/A Nlj 4 Anchors @ 3"Min,O.C./(2)2x5 Angle Clips I(Fig.3): 780lbs 780lbs 680lbs 1560 Ibs 6201bs 1260 lbs 440 lbs 1740lbs 1896lbs 540 lbs 560 lbs NIA 760lbs 460lbs 7401bs 640 lbs 1160 3 Anchors @ 0.54"Min.O.C./U-Clip,into.100"Alum.(Fig.4): N/A N/A WA WA NiA N/A NIA N/A N/A NiA N/A N/A N/A NiA NiA WA Nh 1 Anchor/F-Clip(Fig.5): 195 lbs 195 lbs 225 lbs 445 Ibs 155 lbs 915 Ibs 110 lbs 435 lbs 822 lbs 135 Ids 140 lbs 177 ibs 370 Ibs 1151bs. 166 ibs 160 lbs 290 f 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 2401bs 350 Ibs NIA NIA 160 lbs 630 lbs 185 lbs N/A N/A NIA 190 lbs NIA NIA N/A 370 lbs N/A W/ NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: ----- ------ --FIGURE-2--------------- - TABLENOTES: ----- ® 0 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAL ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 11A Mullion Capacity Table pbsfte) Opening Wdth(for vertically-spanning mullions)or Opening Height(forhorizontaily-spanning mullions) 50 in 60 in 70 in 1 80 in 90 in 100 in 120 in W 125 X 3.94 Rectangular Trap/rriang. Rectangular Trap/rdang. Rectangular Trap/rdang. Rectangular Trap/rriang. Rectangular Traplrriang. Rectangular Traplydang. Rectangular Trap/rriang. Rectangular X.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube Z .A. Z% w T T T r T A A ? } A A a u 'ia u 'u 'o 'o •� 'o.� as 'u 'a v u 'o u 'ia 'u 'u 'u 'i. 'u MVIIIOn W W N W W N W W N W W 0 W W W W W N W W N W W N W W N W W N W W N W W N W W N W W N W W N G [ice d dip CL S.O d V.a C [l-0 d G.O O. 4.O L dX1 n O.� O. 6.G d O..O d R..O d 6.O G da W W G W W G W W G W W G W W G W W G W W G W W G W W G W W G W W G W W G W W G W W W W G U U a U U'o U U v U U -o V V-o U U v U.G'� U U U v U U v U U v U V L •� _o .c•5 n r 3 .oc 5 _2` .oc 2 s c'c .�'� o s o' >e' co !° o o�' o o o o d o V o m __ �' o o ti o _, je'S ._ t'9 __ r s __ s C .c 5 2 t 5 t o .NO C V V O C W 33 Vc, y .a C m 7 N V CT N V CT W V O• N V O' - N V CT N V T N V O' .a W V Cr Q ix G cx 2 G Q D' 2 G Q D_' 2 A Q C c a o v 4 o a c W .c C, m a 5 W a Q o 5 m W _ Cd' G Er '2 - QC✓ G Q L.- G Q G qD_ G QC TL G 2 42in 170.0 620 170.0 435 11 170.0 1 744 1 170.0 476 170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1736 48in 170.0 708 170.0 624 170.0 850 170.0 504 170.0 992 170.0 630 170.D 1133 170.0 661 170.0 1275 170.0 677 170-0 1417 1-10-0 680 170.0 1700 170.0 1 680 170.0 1983 50.625 in 170.0 747 170.0 563 170-0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 54in 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 170-0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 60in 170.D 885 170.0 701 170.0 1063 170-0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 63in 170.0 930L170.0 745 170.0 1116 170-0 860 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 1.56.9 2060 170,0 1169 134-5 2060 c 66in 170.0 974 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.6 1966 m 72in 170.0 1063 678 170.0 1275 170.0 1609 170.0 1488 170.0 1126 170.0 1 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 J 0 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1656 1662 1285 131.1 1556 151.5 1266 1117.9 1556 141-3 1251 98.3 1556 128.3 1229 64.2 1556 76in 170.0 1151 170.0 967 170.0 1 1381 1 170.0 1116 1 155.9 1477 169.3 1245 136.4 1477 152.0 1224 1212 1477 139.1 1206 109.1 14TT 129.6 1191 90.9 1477 116.9 1169 77-9 1477 90in 142.0 1110 1 146.5 986 118.4 1110 123.9 968 101.5 1110 107.9 951 88.8 1110 96.3 936 70.9 1110 87.5 922 71.0 1110 80.7 910 59.2 1110 71-3 891 60.7 1110 96in 117.0 975 120.3 872 97-6 975 101.5 856 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 71.2 817 58.5 975 65.4 807 40.6 975 j 57.4 789 41.8 975 108 in 82.2 771 84.0 696 68.5 771 70.7 685 68.7 771 61.3 674 51-4 771 54.3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 1 38.9 632 29.4 771 Ill in -15.7 730 77.3 661 63.1 730 65.0 650 54A 730 56.3 640 47.3 730 49.9 631 42.1 730 45-0 622 37.9 730 41.1 614 31.5 730 35.6 600 11 27.0 730 120 in 69.9 624 61.0 569 49.9 624 51.2 560 42.8 624 44.3 5 22 37.5 624 39.2 544 33.3 624 35.3 537 30.0 624 32.2 531 25.0 624 2T.7 619 21.4 624 144 in 34.7 433 35.1 400 28.9 433 29.4 395 24.8 433 26.4 390 21.7 433 22.4 385 19.3 433 20.0 381 17.3 433 16.2 376 TABLE 11 B Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116"Elco 114"Elco 3116"DeWalt 114"DeWalt 5116'Elco 3116"Etco 114"Elco 3/16"DeWalt 114'DeWal Capacity Ullracon Ultracon URracon+ Ultracon+ Ullracon Ultracon Ultracon Ullracon+ Ultracon+ (Ibs) Edge Distance Qn): 1" 2-1/2' 1" 2-1/2' 1" 2-112" 1" 2-l/2" 3-1/8" 1" 21/2' 1" 2-1/2" 1" 2-112' 1" 2-1 Embedment Qn): i-W, 1314" 13/4" 1314" 13/4" 13/4" 1.3/4" 1314" 2" 1-1/4" 1-114, 1-114" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1 2 Anchors @ 4.75"Min.O.C.1 Standard or diget Clip(Fig.i): 390 lbs 390 lbs 450 lbs I 890 Ibs 310 lbs 1 630 lbs 1 220 lbs 8701bs I I 270 lbs 280 Ibs 354 lbs 740lbs 230 lbs 370 lbs 320lbs 580 4 Anchors @ 1.15"Min O.C.I Standard(or Offset)Clip(Fig.2r 480 lbs 700 lbs N/A N/A 320 lbs 1260lbs .370 lbs NIA N/A N/A 380 lbs NIA NIA N/A 740 lbs NIA N. 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fg.3). 780 lbs 780 lbs; 680 lbs 1560 lbs 620 lbs 12601bs 440 lbs 1740 Ibs 1696 lbs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 lbs 640lbs 116 4 Anchors @ 0.54"Min.O.C,/U-Clip,into.100"Alum-(Fig.4): NIA NIA N/A NIA NIA N/A WA N/A N/A N/A NIA N/A NIA N/A NIA N/A K 1 Anchor/F-Clip(Fig.5j: 195 lbs 195 lbs 225 Ibs 445lbs 155 lbs 315 lbs 110 lbs 435 lbs 822 lbs 135lbs 140 Ibs 177 ibs 370 lbs 1151t7o 185lbs 160lbs 290- 2Anchors @ 1.1S'Min.O.CJ F-Clip(Fig-6): 240 lbs 350 lbs NIA NIA 160 Ibs 630 lbs 185 lbs NIA N/A N/A 190 lbs N/A NIA N/A 370 lbs N/A N, 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 I TABLE 12A Mullion Capacity Table ibsW) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 In 120 In Rectangular Trap/Triang. Rectangular TraprMang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tr(ang. Rectangular Trapft'riang. Rectangular Trap/Triang, Re 2 X 4 X.25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Alum.Tube k � Z _ A �_ - _ Z' Z' _ Z_ � � Z' o o o 0 0 0 6 0 0 0 0 o �. 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'�_ {L G ¢ G Q 0: 4S Q Ir �G Q G 42 in 170.0 620 170.0 435 170.0 744 1 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 1A 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 17( 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 17( 64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 17( 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 i70.0 1033 170.0 2125 170.0 1063 17( 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 1 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 16( 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1062 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 151 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 12, J 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 1.70.01 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 IN 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.41 1861 1 163.1 1500 114.5 1861 147.3 1473 98 90in 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 1 12-1.3 1179 1 99.4 1398 110.21 11.621 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63 96 in 147.4 1229 161.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 1 81.9 1229 89.6 1029 73.7 1229 92.4 1016 61.4 1229 72.2 993 52 108 in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 57.6 971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37 Min 95.4 919 97.3 832 79.5 919 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 44.8 756 34 120in 75.5 786 76.8 716 62.9 786 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9 786 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27 144in 43.7 546 44.2 504 36.4 546 37.0 498 1 31.2 1 546 31.9 1 491 27.3. 546 1 28.2 485 24.3 546 25.3 479 21.8 546 22.9 474 18.2 1 546 19.5 464 15 TABLE12B Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorT 3116"Elco 114"Elco 3/1iT DeWalt 114"DeWalt 5/16'Elco 316"Elco 1/4"Elco 3116'DeWaIt 1/4"De Capacity ype Ultracon Ultracon Ultracon+ Uliracon+ Ullracon Ultracon Ultracon Ultracon+ Ultras• pbs) Edge Distance(n): 1" 2-1/2" 1" 2-1/2' 1" 21IT 1" 2-1 IT 3-1/8" 1" 2-1/2' " 2-1/7 1" 2-1/2, *320lbs Embedment gn): 13/4" 13/4" 1.314" 1314" 1314" 13/4" 13/4" 1.3/4" 2" 1-1/4" 1-9/4" 4" 1-114" 1-114" 141N' 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1&2} 390 lbs 390 lbs 450 lbs 890 lbs 310 Ibs 6301bs 220 lbs 870 lbs 1644 lbs 270 lbs 280 Ibs [3� lbs 740 lbs 230 lbs 370 Ibs 4Anchors @ 2.68"Min.O.C.1 Standard(oroffsel)Cilp(Fig.3YI 740 lbs 740 lbs 6301bs 1485lbs 620 lbs 1260lbs 430lbs 17301bs 1424 lbs WA 1 560lbs NIA 6951bs 4251bs 740 lb 5751bs 6Anchors @ 1.71"Min O.C.f Standard(or Offset)CUp(Fig.4): 8851bs 05010 758 lbs 1946lbs 705 lbs 1890lbs 608 lbs 2558 lbs NIA WA 705 Ibs N/A 799lbs 506 Ibs 1110 Ibs 619lbs 4 Anchors @ 3"Min.O.C./(2)20 Angle Clips/(Flg.5): 760 Ibs 78TIbs 680 lbs 1560 lbs 620 Ibs 1260lbs 440 lbs 1740 lbs 1896 Ibs 540 Ibs 560 lbs N/A 760 lbs 460 lbs 740 lbs 640lbs 6 Anc hors @ 3"Min.O.C./(2)20 Angle Clips/(Flg.6r 1170 lbs 1170 lbs 10201bs 2340 lbs 930 Ibs 1890 lbs 660 lbs 2610 Ibs 2844.Ibs 81 bs 840 lbs NIA 1140 lb s 690 Ibs 1110 lbs 960lbs 3 Anchors @ 1.34"Min.O_C./U-Clip,Into.125"Alum.(Fig.7): N/A N/A NIA NIA N/A NIA WA WA NIA WA N/A NIA WA N/A WA N/A 6 Anchors @ 0.64"Min.O.C./U-Cllp,into.125"Alum.(Mg.8): NIA WA NIA NIA NIA N/A WA N/A N/A N/A N/A N/A WA N/A WA N/A _ 2Anchors @ 2.69'Min.O.C_/F-Clip(Flg.QYj 370 Ibs 3701bs 315lbs 7431bs 310 Ibs 6301bs 215 lbs 8651bs 712 lbs WA 1 2801bs N/A 348lbs 213 lbs 370 lbs 2881bs 3 Anchors @ 1.71"Min_O.C./F-Clip(Fig.10X _443Ibs_ _525 lbs 379Ibs 973lbs 3531bs 945Ibs 3041bs 1279 lbs NIA WA 1 353lbs N/A 399Ibs 253 Ibs -655lbs- 309lbs- - NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: CIRCLED VALUES ARE USED IN THE EXAMPLE Ol' o11 11 ® o 1o11 11 --e-1 TABLE NOTES: TABLE 13A - Muiliori Capacity Table Ibstltz Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 60 in 00 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Triang, Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectant 2 x 6 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum.Tuba ill Z - it � :� � �_ a 2 Itl1UIIIOn W w N ca W in W W w W- W N W W N W R N W W N W W w w W N W W N W co y W W 0 W a1 N co W N W Q 4d Q CL Q Q.a Q Q.a Q QA Q Qa Q Q� Q Q.n Q Q-0 Q G..O Q Q2i ai W G fa lO v a1 W G W W��-+ W W G R W�".- W aS v W W v W Wr.� W W G W W G lQ t9 G' l0 N G N (p•� lO U U d U U 0 U_ U V(N� U V U� V U a �..�_ U-p C.)40= (_�yy U•D U_N� V T7 U _ U v V(_� U•v V_ U'V U_ U� L) _ 0 U ' L V c 2 t O C L C r C L 01 O .c 7 �C •C 7 C C L 7� _ V 3� =1C V 0 IC V 0 V V 7 ✓C V Q 70 V V P V Q' V - V V ar - .5 p _ U 5 V U O' 0.2 iT MG Q� �c a� �c Qrr �c m �2 car ��' a f3 c m dew �� ¢o: �� ¢� �G ¢a �� ¢a �G d` °a/ �A ¢ ac gc 42 in 170.0 620_. .-170.0 .435 170.0 744 170.0 478 170.0 868 170.0 506- 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 903 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 60 in 170.0 885 170.0 701 170.0 1063' 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 63 in 170.0 930 170.0 745 110.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1189 170.0 .c 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 170.0 m m 72in 170.0 1063 170.0 878 170.0 1275 170.0 1000 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 •1913 170.0 1315 770.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 J 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 Z 78in 170.0 1151 170.0 967 170.0 13.81 170.0 1116 170.0 1611 1 170.0 12501 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 90in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 1 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 156.0 96 in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 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 137.1 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2650 170.0 2078 164.8 2781 170.0 2271 148.3 2781 16l.9 2333 123.6' 2781 140.4 2261 105.9 111.in 170.0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.6 2632 162.3 2245 136.6 2632 148A 2216 113.8 2632 128.4 2166 97.6 120 in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 116.1 1915 90.1 2252 99.8 1872 77.2 144in 125.1 1564 126.6 1445 104.3 1564 106.1 1425 80.4 1564 91.5 1 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 1564 56.0 1330 44.7 TABLE13B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc, Hollow CMU Anchor Anchor Type: 3116"Elco 114"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3116"Elco 1/4"Eico 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' 1" 2-1/7' 3-1/8" 1" 2-112" 1" 2-1/2" 1" 1 2-1/2" 1" 2-11 Embedment(in): 1-3/4" 1-3/4" 1-39' 1-3/4" 1-3/4" 1-3/4" 1.3/4" 1-3/4" 2" 1-1M' 1-1/4" 1-1/4' 1-1/4" 1-1/4" 1.1/4" 1414' 1-11 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig 1&2): 390 lbs 390 lbs 460 Ibs 890 lbs 310 lbs 630 lbs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 Ibs. 740 Ibs 230 lbs 370 lbs 320 lbs 580 4 Anchors @ 4.68"Min.O.C./Standard(or Offset)Clip(Fig.3): 780 lbs 780 lbs 900 lbs 1780 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 3232 lbs 540 lbs 560 lbs 708 lbs 1480 Ibs 460 lbs 740 lbs 640 lbs 1160 8 Anchors @ 1.71"Min-O.C./Standard(or Offset)Clip(Fig.4): 1180 lbs 1400 lbs 10101bs 2595 lbs 940 lbs 2520 l bs 8101bs 3410 lbs WA NA 940 lbs WA 10651bs 8751bs 1480 lbs 825 lbs 1970 4 Anchors @ 3"Min.O:C./(2)2x5 Angle Clips/(Fig.5): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs.. 1260 lbs 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs 1160 8 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1560 lbs 1660 lbs 1360 Ibs 3120 lbs 1240 lbs 2520 880 Ibs 3480 Ibs 3792lbs 1080lbs 1120 lbs N/A 1520 lbs 920 Ibs 1480 Ibs 1280 Ibs 2320 12 Anchors @ 1.5"Min.OC./(2)2x5 Angle Clips/(Fig.7): 1fi60 Ibs 2100 ibs 1440 Ibs 3780 Ibs 1260 Ibs 3780 1200 lbs 5100 Ibs NIA N/A 1320 Ibs NA 1500 Ibs 960 Ibs 2220 Ibs 1140 ibs 2880 4 Anchors @ 1.34"Min.O-C./U-Clip,into.125"Alum.(Fig.8): N/A N/A NIA NIA N/A WAWA N/A WA N/A NA WA WA N/A N/A NIA N, -8 Anchors @ 0.64"Min.O.C./U-Clip,into.125"Alum.(Fig.9): NIA wA N/A NIA N/A NIA NA N/A N/A NA N/A WA NA N/A N/A NA, N, 2 Anchors @ 4.68"Min.O.C./F-Ciip(Fig.loy 390 lbs 3901bs 450 ibs 890 lbs 310 lbs' 630 lbs 220 lbs 870 lbs 1616Ibs 270 ibs 280 lbs 354 lbs 740 lbs_ _230 lbs 370 lbs_ _320 lbs_ 580T --- 4 Anchors @ 1:71"-Min.-Min. -F=Clip(Fig.-11):-590 Imo- owl5i--5051b's i298 lbs 470 lbs 1260 lbs 405 Ibs 1705 lbs WA N/A 470 lbs NIA 5331bs 338 Ibs 740 lbs 413 ibs 985 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURER- Flr,I1RF Q- Flr,r 1RF 1n• r rr_r roe++• TABLE 14A Mullion Ca ac" Table Ibs/fta Opening Width(for vetfically-spanning mullions)or Opening Height(for horizontally-spanning mullions). 50 in 60.in 70 in 80 In 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Traprrdang. Rectangular Trap/Triang. Rectan 1.267 x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load x.125"Alum _ Al Z' Al ' Z' 0 0 0 0 0 'o b 3 n v cS n tS b o v 'o o o c�i o c5•.�. o o 'S n o S o Tube MUII a n a a s a c si` n �° � c a `�' o'a� a� a o '6' o ((pp y f0 N v f0 G (p G G M - l0 C.G M 8 8 a C o o o o � o o o g. a o o .2o �g o aNN u tr _ nC _ a v y n _7 n c GQ v _ a Cr n Q - C3 rr - (L� Gr y u Ir - o or 0 tr _ N` o c N A Q e: d L C5, p7 D 42 In 144.2 -526- -167.0 428 120.2- 526 148.9 419 103.0 -526 138.9 414' 90.1 526 134.6 411 80.1 526 134.1 411 72.1 526 134.1 411 66.1 526 134.1 411 51.5 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86A 320 6DA 403 61.4 317 53.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 50.625 in 82.3 362 91.0 301 68.6 962 79.3 294 58.8 362 71.9 289 51.5 362 67.2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 w 54 in 67.8 318 74.1 267 56.5 318 642 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 50.6 250 33.9 .316 49.5 249 28.3 318 491 248 24.2 d60 in 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 _1 63 in 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21,4 234 28.0 184 17.8 234 26.6 183 15.3 7 2 66 in 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 26.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 72 in 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 76 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 78 in 22.5 152 23.5 133 18.8 152 19.9 131 16.1 152 17.5 128 TABLE 14B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3116"Elco 114".Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2" iA"j 1/2" 1" 2-1/2" 3-1/8" 1" '2-11T 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' Embedment(in): 1-3/4" 1-3/4" -3/4" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4' 4 Anchors 3"Min.O.C./(2)2x5.Angle Clips/(Fig.1): 780 Ibs 780 Ibs 60 Ibs 440 Ibs 174D Ibs 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 I( TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION OP 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 SHE ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE FIGURES SHOW S11GrFRTFD APPROYInAATF H01 G 1 nr A-nnnre TABLE 15A - Mullion Capacity Table(Ibs1W) Opening Width(for verGcaliy-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 In 60 in 70 in 80 In 901n 100 in 120 in Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Triang, Rectang 3.26"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin DEG.AL z _ 'u o 0 o v v o 0 o ci n n 3 c� is o S n n n b & i�N m m m is i BAY MULL @ @ N @ @ N @ @ N @ @ @ @ @ @ N @ @ N @ @ N @ @ @ N @ @ n�1 @ @ N @ l0 m'n N C m lO C' N m a �•" a O.•0 G Q.� d O- �. 4 d ❑..O C. G.`p a a.n a �. .n @'G m c� o a c� v v occ_ o a ci c`� o i� ci v ci ci v ci ci r`�a v ci ci v `u4 _ o t`� `c� n c O €9 is� r- d p O p P Cp C•� 2 '� O _ y L r_ L *� L N- _ .G 7 _ .0 a s_ t/1 .0 tr 7 _ .0 7 _ .0 ; _ .I� •� C CY' y C N A @G N a U N .NC @ C@T .G U �+ @ @ @ d Sl U .2 cr Q Q lC 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 1-10.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1 48 in 170.0 708 170.0 524 170.0 856 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417• 170.0 680 152.2 1522 170.0 680 136.5 1 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 16-1.0 1218 170.0 878 146.1 1216 170.0 944 129.9 1218 159.8 936 116.9 1248 152.1 924 97.4 1218 WA 913 83.5 1 63In 170.0 930 170.0 746 170.0 1116 170.0 860 150.2 1160 168.8 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1160 126.7 871 75.1 1 c 66in 170.0 974 170.0 789 152.4 1048 165.8 .881 130.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 1214 839 91.4 1048 116.E 830 76.2 1048 109.4 821 65.3 1 C 72in 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 880 79.2 693 50.3 J 76(, 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 2 78 in 110.8 760 115.5 657 92.3 750 98.1 644 79.1 760 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 750 59.4 594 39.6 90in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 46.1 563 46.9 475 40.1 563 44.4 468 36.1 563 40.9 462 30.0 563 36.2 452 25.8 i 96in 59.4 495 61.1 443 49,5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 108in 41.7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17,4 391 19.7 321 14.9 1i1 in 38.4 370' 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 37D 1 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18A 305 120 in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 in 17.6 220 1 17.8 203 TABLE15B Substrate; 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Elco 114'Elco 3/16'DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 114"Elco 3/16"DeWalt 114"DeWalt Capacity Anchor-Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 2-11Z' 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2 Embedment(in): 1-314' 1-314' 1-314" "4' 1-3/4" 1-3/4" 1-3/4" 1-3/4" Z. 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4' 2 Anchors @ 5"Min.O_C.1(2)2x5 Angle Clips-](Fig.1): 3901bs 390 lbs 450 lbs 890 lbs 310 Ibs 6301bs 220 lbs 870 lbs 1700 lbs 270 lbs 2801bs 3541bs 740 ibs 230 lbs 370 lbs 320 Ibs 58016 4 Anchors @ 3.5"Min.O.C.1(2)2x5 Angle Clips/(Fig.2): 780 lbs I 780 lbs 790-lbs 1670 Ibs 620 lbs 1260lbs 440lbs 1740 lbs 2525 Ibs 640lbs 560lbs N/A 1120lbs 460 Ibs 740 Ibs 6401bs 116011 6 Anchors @ 2.71"Min.O.C.1'(2)2x5 Angle Clips/(Fig.3):1 1120 lbs 11120 lbs 1 958 lbs 2246lbs 930 lbs 1890 lbs 648 lbs 2598 Ibs 2254 Ibs N/A 8401bs N/A 1059 IbsI 6461bs 1110 Ibs 879 Ibs 1678 II FIGURE 1: - - TABLE NOTES: - -- - --- - © 0 1)SEE SHEET 1 FOR INSTRUCTIONS.ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE16A Mullion Capacity Table Ibsf e Opening Width(forverticaily-spanning mullions)orOpening Height(for horizontally-spanning mullions) 50 in 60 in 701n 80 in 90 In 100 in 120 in Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang, Rectangular TraplTrieng. Rectanc_ 3.25"45 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadir DEG.AL a � Z� - � _ � BAYMULL n ta m m m m y " l3 ci ci ca v o c+ o v q w w N C n n!a n O..0 w win w O a C m N w w w w m 2.a 2 w `3 G w `G w min w C. a.a n w..0 n IMP w m w w w m a w w m m m m m m�. m w m w.. w w e m m'� m U U o U_ V v C`1 U v U_ U v U _ U v U U v U U y U U v U U U U o U U v V U V U ve U U v U i O C 9 O N C O Z5 O N C O N O C O C N l7 m' C N L_ C (V _ c N C N o gym.. C N C n1 C cv r C to m G c� C P -2 'tt o v V 'b-. fl C� v �• � V'�.. 2 U' 2 C .c'� arr_ a� ¢� ter, d`ad`rr ¢� ¢� �c Q� Qof i 42in 170.0 r620 170.0 435 1 176.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 S19 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 ' 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 146.3 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 i 54in 170.0 7.97 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 B56 129.3 1455 170.0 861 110.8 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 •139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 152.6 965 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 c 66 in 170.0 974 170.0 789 170.0 1189 170.0 903 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 896 74.2 m 72 in 161.6 1010 169.8 877 134.7 1010 144.E 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 $07 67.3 1010 90.8 795 57.7 J 76in 137.4 906 143.6 792 114.5 906 122.6 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 906 88.2 738 68.7 906 82.3 729 57.3 906 74.7 716 49.1 s M 78 in 127.1 861 132.5 1 754 105.9 861 112.5 738 90.8 861 98.6 725 79.4 861 88.5 713 70.6 861 81.0 703 63.6 861 75.4 694 53.0 861 68.1 681 45.4 90in 82.7 1 646 85A 574 68.9 646 72.1 564 59.1 646 62.9 554 51.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 96in 68.2 568 70.1 508 56.8 568 59.1 499 48.7 568 51.4 491 42.6 568 45.8 483 37.9 588 41.4 476 34.1 568 38;1 470 28.4 568 33.4 459 24.3 108in. 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28,6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 III in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.6 425 26.2 362 22.1 425 24.0 358 '18.4 425 20.7 350 15.8 120 in 34.9 364 35.5 331 29.1 364 2.9.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 3D9 144in 20.2 253 20.4 233 16.8 253 17.1 230 TABLE16B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorT 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Eldo 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity YPe• Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2' 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" V 21/2" 1" 2-1/2" 1" 2-1/. Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-314, 1-314" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1h 2 Anchors @ 5"Min.O.C./(2)W Angle Clips/(Fig.1): 3901bs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870I6s 1700 Ibs 270-111S 280 Ilbs354 Ibs 740 Ibs 230 lbs 370 Ibs 320 Ibs 5801 4 Anchors @ 35'Min.O,C./(2)2x5 Angle Clips/(Fig,2): 780lbs 780 Ibs 790 Ibs 1670 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 lbs 2525 Ibs 540lbs 560 N/A 1120 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 6 Anchors @ 2.71"Min.O.C./(2)2x5 Angle Clips/(Fig,3): 1120 Ibs 1120 Ibs 958 Ibs 2246 Ibs 930 Ibs 1890 Ibs 648 Ibs 2598 Ibs 2254 ibs N/A 840 N/A 1059lbs 646 Ibs 1110 Ibs 879 Ibs 1678 FIGURE 1: - - - - --- ---------TABLE NOTES: - - - - -- ° ° 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25.FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --1 1.000" �-- 1.000" �-- E.375" 5" 2.750 2.750" ,125" 3.125" .125" .125" .125" 2.000" 2.000" 125" 650" .500" r .375" I 7 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" --� �-•-.125 DARD CLIP I 2X5 ANGLE CLIP 2.000"]L6 -T6 ALUM. 2125" 6 61-T6 ALUM. XSECTION SECTION U-CLIP 2.000" 6063-T6 ALUM. .125' A 25" X-SECTION .125 740' 5.500" CUT HERETO 375 6.000" .375" -3.12511 _CREATE F-CLIP,SEE MIN. .375"MIN. MIN.' r DETAIL F,SHEET 4 .338"MIN. r---------i r--------� r--------------------- I 1 I I 1 A A I U-CLIP A I- - - - "{ - ----- - -----� 6063-T6ALUM. �- ----------- -----� 2) TOPVIEW 6 L 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+1116 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#) 5.500" 375" DIAMETER:ANCHOR Mullion Std. Clip Offset Clip U-Clip-�- .375" - - -------_ - --MIN:--- DIAMETER+1116". MIN.' 1"X2"X.125" (5) 66605 666113M 6661118M 666243M _I________.____, 1" X2"X.375" (6) 666006 666114M 6661119M - 666244M 11 -- 1.000" r-- -•-� 1.000" `--- 1.062 - - 063" .385" rt .062" l -{ 125" .062 1 `I .439' I I 4.000" .125" STANDARD CLIP I 2.125 4.000" 4.000" 2 625" 2.000" 6063-T6 ALUM. 11 U-E 125" I X-SECTION I 6063-Ti .125" X-SE, .125"' .126' .031" - _ - .125" 125' CENTER OF ANCH „� DASHED BOUNDA 375" .155 .375" ANCHOR O.0 HOLE DIAMEI 1"X 4"X.125"7 1"X 4"X.375" -T 1"X 4"X.375" 5.500" MULLION MULLION "'I"-MULLION CUT HERETO 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 375„ 3.125"------� _CREATE F-CLIP,SEE .375" X-SECTION X-SECTION X-SECTION MIN. j DETAIL F,SHEET4 r ONLY ON 1.250"--- I .375" 1.5W' "FACTORY 1.594" --_ I CEN HULLER' f---^ 1 f-------, VERSION I I I I ANC I I I I I MUS i i I I THE 1 ' I BOU I I I I l l p I F SHE 2.875'' I - - I I - - I FOR I I I I { F ANC .100" „ I I I I I I, DIST 3.250" 3.94 I I I I MAX .100' I I I I I ANC 3.250 I I I I I DIAh 100" L- -------j I i -------� ANC 100" 1 DIAN 624" _ 820" 820'� 624" STANDARD CLIP U-CLIP ZCENTER OF ANCHOR HOLE MUST�LIE 6063-T6 ALUM. 6063-T6 ALUM. 1.25W--- --1.250 --{ .820" f-- OPVIEW TOPVIEW HIN THE DASHED BOUNDARY.SEE 1.25"X 3.25"X.100" 1.25"X 3.25"X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C MULLION MULLION 1.25"X 3.94"X.624" DISTANCE.MAXIMUM ANCHOR HOLE 6005-T5 ALUM. 6005-T5 ALUM. MULLION Dimension Valu X-SECTION X-SECTION 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1116". F 3.1 X-SECTION IS 1.1 H 2.1 5.500" 3.469" - I 3.1 _ 2.661" /�� .125" .375" .375" F 3. 1:377"� .125"I 1.877" I MIN. G 0., H I 1 - - -- - - - - ------- ----- ---- W- I F 2.: .125" 45° 2.250" 1 1 I 1 1 I H 1.1 I 3.: 300 ' I I i i H EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE,0I NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING 1 -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE V -SEE SEE DESIGN PRESSURE OF+60.0/-60A PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGEI FENESTRATION oETAI EE FROM TABLE 3A,SHEET 7,THE 1 X 2.75"X.375 MULLION(LENGTH=72",OPENING WIDTH=70)MEETS THE DE PRODUCT'S SHEETS NOT BE SUITABLE-FOR THIS APPLICATION. APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN 721' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND' 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERA NO,ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RI 32" 3Z' MULL WIDTH (60 PSF)X( 636 LBS \ =524.9 LBS OPENING WIDTH ` 72.7 PSF J (MAYBE,USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WIC DESIGN PRESSURE OF+50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE;THE MULLION LENGTH IS 32"+72"+1"=105"AND TH THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION TH EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE E SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=108",OPENING WIDTH=80")MEETS THE DE MULL WIDTH--I�N AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF*971 LE 32„ r BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUST ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNP THE 73"DIMENSION(35-1/2"+35-1/2"+2"=73"). j ' 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCR I VERTICAL I I CONCRETE HEADER AND SILL ARE 8"WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MULLION -�' L J - J USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2".GIVES AN AN( LENGTH SEE �-SEE. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. g, DETAILS, DETAIL E, OPENING SHEETS 2-4 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250"MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZ HORMULLION I MULLION TYPE COULD BE CHOSEN. MULLIOO N 72" -1)THE-MULLION-LENGTH IS-36"AND THE OPENING HEIGHT-IS 32"+72"+2"=106":REFERENCING-SHEET 25;THE-CC— USED. FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY RE( DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SL SHEETS till— tr-rr rr EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TF3A I I I PW PW PW 1 I I SH/DH SH/DH SH/DH SH/DH i 4 4 4 4 I i I I. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I 1 I 1 1 SGD I I PW I LOADING OF HORIZONTAL MULLION LOADI PW I I I PW PW / I I PW SH/DH SH/DH I 4 SH/DH 4 SH/DH I I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / /I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 4 PW PW 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOAD - I I P HINGED DOOR PW PW 1 I I I I PW