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Notice of Acceptance (2)
' I 1 MIAMI-DARE File CoPv MLOH-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 Ij NOTICE OF ACCEPTANCE (NOA)`�EVMWE FOR www.miamidade-gov/economv PGT Industries,Iric'. CODE (COMPLIANCE 1070 Technology Drive �.�� ��CIE COUNTY North Venice,FL 34275 SCOPE: 0CC A13012,1 This NOA is being issued under the applicable rules and regulations governing the use of construction I materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - i 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 I 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. 1 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. j 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 gales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. i ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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. MIAMI DADE CO NOA No.20-0406.03 �. UNTY �'" Expiration Date: May 26,2026 08/20/2020 Approval Date: August 20,2020 ' Page 1 I � i PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 , 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. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by m 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 I� 3) Water Resistance Test,per FBC, TAS 202-94 f 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along, with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. i 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-51 Edition (2014) and FBC-6o' 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, I signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS I 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 i 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 � PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED f i 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. I B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017) and with FBC 7th Edition (2020), prepared by manufacturer, dated 04/0.1/2020, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY:ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). I E. MATERIAL CERTIFICATIONS j 1. None. J i F. STATEMENTS 1. Statement letter of conformance to FBC-61 Edition (2017) and FBC-7a` Edition (20210), 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. f 1 j G. OTHERS i 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 11/04/17 and expiring on 05/26/21. I 1 I � I � Sifang Zhao,P.E. Product Control Examiner j 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 -` " SHOWN y - - MISSILE IMPACT-RESISTANT PRODUCTS �1)'DETAt'LS SHOWN ARE FOR THE NUCLEON ONLY.ANCHORS SHOWN ARE IN ADDITION 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 HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHEI MULLIONS / --� INSCRIBED INSIDE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE SEE THAN 1/4' FROM THE CLIP. A-D,G,H; SHAPE SHEETS 2-4 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAI DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180,TH IN THIS ANCHOR_EVALUATION._THE1.6._LOAD.DURATION-FACTOR-WAS"USED"FOR-THE EV. 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS E INSTRUCTIONS. SEES DETAILS HRU G / V III �I I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRC SHEETS 0; / I I - /_I I \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET __ _ I --- 1 A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCH I-�� --I l SHEETS 2.4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. / OPENING VERT. 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 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTE REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS: FTL-6443; ELCO ULTRACON,DEWALT/ELCO 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. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. SEE DETAILS 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDES HORIZONTAL A-D,G,H; 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/FT=)FOR THE OPENIN( MULL HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PF LENGTH � I---OPENING WIDTH----I �- �� I I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR" OPENING 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY LBS/F I- FROM TABLES 1A Tt HEIGHT ) FOR :- THE MULLION TYPE,-LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THI-- OPENING MULL �/�- _ HORIZ._ VERT. MULLION CAPACITY(LBS/FT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE HEIGHT LENGTH MULL g9 MULL STEP 1). LENGTH - _ _- L L A ill 5) FROM THE SAME TABLE USED INSTEP 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) MULLION I l ' ----- -- -- --a-- - I - SEE SHEETS' b -- I I I 21-23 FOR HOLE d I EITHER THE ° a I. LOCATIONS n STANDARD OR ° OFFSET MULL a EDGE co CLIP MAYBE I I I ° DISTANCE m a INSTALLED BY d a. I FOR WOOD / I THIS METHOD, ° SCREWS a 250"MAX FOR ° 4-- ALL MULLIONS d~ ° 4 o d d a ° • d ° ° °.a EXTERIOR °• v. d a EDGE .d ° a• DISTANCE ° d c ° n FOR c c MASONRY a c THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR °d ° FIN-FRAMED EXTERIOR a .d WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-16B SEE TABLES 113-1613 EDOEIEND DISTANCE DISTANCE TABLES EMBEDMENT BUCKSTRIP 16-13B M �• �. y' AND EMBEDMENT' ATTACHMENT 1 �: y, BY OTHERS, ' •'a. :,p SEE NOTE 1, 4 .<:.. SHEETI. SIDE VIEW FRONT VIEW _ _ DETAIL C: --i f--.126'MIN. MULLION DIRECTLY ATTACHED TO c^w MASONRY STRUCTURE (STANDARD CLIP SHOWN) VARIES BUCKSTRIP I NOTCHED TO PROVIDE I BUCKSTRIP CLEARANCE I FOR MULL AND. TOP VIEW I CLIP. i ATTACHMENT --- -- - —_ �-----------I -- ---.------- - - - - _-- ---- -- -- - -------� ..-BY OTHERS--------------------— — ' I SEE NOTE 1, VARIES -----I I SHEET 1. I I I I MULLION d d i I j TYP.ANCHOR EITHER THE I` d - la � I I PER SUBSTRATE, THE OFFSE'I'CLIP IS STANDARD OR I I Id' I RECOMMENDED FOR OFFSET MULL d I ° f 1 1 I SEE TABLES 1B-13B d 1 I I I FIN-FRAMED ZINTERS CLIP MAYBE ° d I., f I WINDOWS,BUT MAY INSTALLED BY °. a II °f I d' EDGE DISTANCE ALSO BE USED FOR U-CLIP THIS METHOD, d I I ° I FOR MASONRY OTHER FRAME TYPES. ° d I' ANCHORS d. •° ,ad I a I, EXTERIOR °° I FRONT VIEW EDGE DISTANCE a ° FOR MASONRY a d ANCHORS a d • d Q e TYP.ANCHOR MULLK TYP.ANCHOR PER SUBSTRATE, Ir- PER SUBSTRATE, SEE TABLES 1B-13B STAND SEE TABLES 1B-13B BUCKSTRIP • STRUCTURE AND ATTACHMENT TYP.ANC e;. BY OTHERS, _--" PER SUB EMBEDMENT' a SEE NOTE 1, ° 4 � SEE TAB' - + - a- •,e SHEET 1. < _ - �' ae .P a .�• EDGE � \ Y• DISTANCE - MIN 2.7 KSI'CONCRETE OR CMU SEE TABLES' - MIN 2.7 KSI CONCRETE OR CMU 113-1313 FRONT VIEW SIDE VIEW ►NRTAI I•ATInN MnTFC• --~-�-~ 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 .................3 O O O O O O SIDE VIEW SHOWN WITH 1"X 4"X.125" I TOP VIEW ^ MULLION I EXTERIOR I I d> I I STANDARD MULLION CLIP TYP.ANCHOR I I PER SUBSTRATE, CONDITIONS. \ MODIFIED FIT FIELD I SEE TABLES 1B-14B O \ I � I MULLION I I 2"X 5"X.125" I I I I ANGLE CLIP, i I I I 2 PER MULLION END, I I I MUST BE INSTALLED I I INSIDE OF MULL. I • I I I I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B INTO WOOC STEEL,ALUI INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. 1 EXTERIOR y � - _ -----O--I---®---- - - -- - INTO WOOD,STEEL, __ _..� ® ® ALUM,CMU OR MASONRY 1 O EDGE DISTANCE ..PER ^ TABLE 1A Mullion Ca aci Table Ibs/ft2 _ = Opening Width(for vertically-sparer tng mullions)or Opening Height(for horizontally-sparning mullions) _ 50 in 60 in 70 In 80 in 90 in 100 in- 120 in Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular TraplTriang. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectani 1 x 2 X.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading - Loading Loading Loads Alum.Tube � � � � E± Z' � �_ � � � � � � � � � � w r � � � w � � & � Mullion N m ° u^, R m H �@ m " ° " o S N o w m A m a�i H m " ^m R N @ @ N @ u7 @ N @ @ A @ @ a n a a a a� a a a CL O nv as n� °li c V CL n o n matp �CLit. a. av a `aim ma�p ro @ c roc ro @ G @ @ @ ro+� @ @ ro @ @ @ @ G U C) U _ U v U _ U v U iYo os r, . nn civ o N N @ O O O.-. O �_ C C N .-� C , 'd C S.i p C G O p IC p C O .t C G L C(V p AR L S` '�._ iC _ ,gi,Npp .0 .Q L ty Qom' _1� .c 4- .c _ y .e pa• ° .c .c ° pa• .c'S t G G N 7 C N 7 F N 7 G 7 C ? VC, N Q(K .�G Q r2 G Q a G Q Q rd G Q G Q rX c'6 42 in 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107,8 321 69.0 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 48in 74.9 312 83.8 258r32 312 73.4 252 53.5 312 67.0 248 [2 ..17 312 63.2 246 41.6 M2 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 60.626In 63,9 281 70.6 .234 281 61.5 228 45.6 281 55.7 224 281 52A 222 35.5 281 60.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 54 in 52.6 247 57.5 207 247 49.8 202 37.6 247 44.8 199 247 41,5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 co 60 in 38,4 200 41.2 170 200 35.4 166 27.4 200 31.5 163 200 28.9 160 21.3 200 27.1 159 19,2 200 25.9 157 16.0 200 25.0 156 J 63 in 33.1 181 35.3 155 181 30.3 152 23,7 181 26.9 149 181 24,5 146 18.4 181 22.8 144 16.6 181 21.7 143 30 66 in 28.8t 30.6 142 165 26.1 139 20.6 165 23.1 136 165 21,0 134 72 in 22. 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 76In 18. 19.7 109 15.7 125 16.8 107 78 In 17. 18.2 104 TABLE 1 B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor T 3116"Elco 114"Elco 3/16'DeWalt 114"DeWalt 5/16"Elco 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2' 1" 2-112" 1" 2-1/2' 1" 2-1/2" 3-1/8" Embedment(in): 1-314" 1-3/4" 1-314' 1-3/4' 1-314" 1-3K' 1-314' 1-3/4" 2 1-1/4" 1-1/4 1-1/4" 1-114" 1-1/4" b1l4" 1-1/4" 1-11� 2 Anchors @ 4.75"Min.O.C.I Standard or Offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs 690 lbs 310 lbs 630 The 220 Ibs 870 lbs 1644 lbs 270 Its 280 lbs 354 lbs 7401bs 230 Ibs 370 Ibs 320 lbs 58011 4 Anchors @ 1,15"Min:O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A WA 320 Ibs 1250 lbs 376 lbsF435 WA NIA 380 Ibs N/A NIA NIA 740 Ibs N/A NIP 4 Anchors @ 3"Min.O.C.1(2)20 Angle Clips/(Fig.3): 780 lbs 780 Ibs 680 Ibs 1560.lbs 620 Ibs 1260lbs 440lbslbs 1896 lbs 540 Ibs 560 lbs WA 760 Ibs 4601bs 740 Ibs 640 lbs 1160 2 Anchors @ 0.45"Min.Q.C./U-Clip,into.125"Alum.(Fig.4): NIA NIA NIA WA WA NIA NIA NIA NIA WA NIA WA NIA NIA NIA NIP 1 Anchor I F-Clip(Fig.-4): 195 Ibs 195 lbs 225 Ibs 445lbs 155.1bs 315 Ibs 1101bs822 Ibs 135 Ibs- 140 Ibs 177 fbs 370tbs 115 Ibs 185 lbs 160 lbs 290ll ---- -2Anchors @ 1:15'"MIn.-O:C.CF=Clip(Fig:-6): -240lbs--350 Ibs ---N/A-_ N/A 160Ibs 630 Ibs 185 ibs WA N/A 190 Ibs WA NIA NIA 370 Ibs NIA N/A 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. 10 2)-LINEAR-INTERP-OLATION7BET-WEEN-MULL-LENGTHS-ANDIOR-OPENING WIDTHS IS ALLOWi FIGURE 3:_ T 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR.EXACT DIMENSIONS,SE Fe ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS.SHOWN ON TABLE 2A Mullion Ca ac Table Ibs/fe Opening Width(for vertically-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 Trap/Tnang. Rectangular Trap/Tnang. Rectangular TrapiTnang. Rectangular Trap/Triarg. Recta 1 x 2 X.375 Loading Loading Loading Loading Loading. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa Alum.Tube it 1 2 211 .a 2� Z� o ci .. a •v r. n .., n •& ,-. � '3 .�, ii o ,. o 'a Mullion ro ro y ro y ro m ro ro ro ro ro ro ro ro ro ro ro �' a a s a s ' a `$ n n Ex a a `8 a Q a�' o �° a�' a a ro ro G ro ro G ro G ro ro ro ro G C ro G ro G ro ro ro G ro ro G ro 'Q o v a v v oC a _ C N 07 C W_ C �_ C �^ L C �1 C C (y �7 C 0 �I O C C 9 C C C C c �Q ° y r �7 c c 3 2 t o C = 2 t __ c a 2 c 2 a 2 p� 7 N U Q U 4f .O U N U U y 7 U G�1 7 U ` U U N U 7 U 7 g Br 7 U tl7 .O U d .O 2 � � � �2G � a G d� a gc d` � � � � � � � � g� � � � � � ' arr � • 0 =o d` � � G -" - -42 in_" 170G 620 "1700 435 161.3 662 170.0 478 129.7 -662 170.0 506 `113.5 662 169.5 518 100.9 662 '168.9 517 90.8 662 168.9 517 75.7 662 168,9 517 64,9 48 in 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 60.8 $07 99.0 396 50.7' 507 99.0 396 43.4 60.626in 103.7 456 114.6 379 06.4 456 99,9 371 74.1 456 90.5 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 456 80.0 356 43.2 456 80.0 356 37.0 541n 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 62.3 314 35.6 400 61.8 313 30.5 60in 62.3 324 66.9 276 51.0 324 57.5 276 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 1 324 42.0 255 26.0 324 46.5 263 22.2 m 63 in 63.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.8 237 2R9 294 37.1 234 26.9 294 35.2 232 E12, 294 33.5 230 19.2 66 in 46.8 268 49.6 230 39.0 268 42.4 225 33.4 268 37.5 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 268 28.0 210 16.7 72 in 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 188 2Z5 225 25.6 185 20.0 225 23.6 182 18.0 225 22.1 180 225 20.3 1 77 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 18.4 163 202 16.7 160 10.9 78 in 28.3 192 20.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 90 in 18.5 144 19.0 128 15.4 144 16.1 126 95 in 15.2 127 15.6 113 TABLE 2B _ Substrate: 27k Concrete 3k Concrete 3.51c Ccnc. Hollow CMU Anchor Anchor Type: 3116'Elco 1/4"Elco 3116,DeWalt 114"DeWalt 5/16'Elco 3116"Elco 114"Elco 3/16"DeWalt 1/4"DeWal Capacity uliracon 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" 2-1/2' 31/8" 1" 2-1/2' 1" 2-11T 1" 2-1/2' 1" 2- Embedment(in): 1-NV 1314' 1-3I4" 1-W 13/4" 1314" 1314' 1-&4" 2' 1-1/4" 1-1/4" 1-1/4" 1414" 1-114" 1414' 1-114" 1= 2 Anchors @ 4.75"Min.O.C.J Standard orOftset Clip(Fig.1): 390 Ibs 390 ibs 450 Ibs 890 Ibs 310 lbs 630 lbs 220 Ibis 8701bs 1644 Ibs 270lbs 260 lbs 354 lbs 740 Ibs 2301bs 370 Ibs 320lbs 58C 4Anchors @ 1.15'Min.O.C./Standard(or OBset)Clip(Fig.2): 480 lbs 700 lbs NiA N/A 320 Ibs 1260 lbs. 370 Ibs NIA NIA N/A 360 lbs NIA N/A N/A 740 Ibs N/A N 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Gips I(Fig.3): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 Ibs 440 lbs 1740 Ibs 1696 Ibs 540lbs 6601bs N/A 760 lbs 460lbs 740 Ibs 6401bs 116 2 Anchors @ 0.45"Min O.C.I U-Clip,into..128'Alum.(Fig.4): N/A WA NIA N/A N/A N/A NIA NIA N!A NIA NIA N/A N/A NIA N/A N/A N 1 Ark horI F-Clip,(Fig.4- 195lbs 195lbs 225 lbs 4451bs 155lbs 315lbs 110lbs 435lbs 8221bs 1361bs 140lbs 1771bs 370 lbs 115lbs 185 lbs 1601bs 29C 2 Anchors @ 1.15"Min.O.CJ F-Clip(Fig.6): 240 Ibs 1 350 Ibs N/A N/A 160 lbs 630 lbs 185 Ibs N/A N/A N/A 1 190 Ibis I N/A WA NIA 370 lbs N/A to 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 ALLOWi FIGURE 3: TABLE 3A Mullion Capacity Table(lbsfle) 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 2.75 x Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular 7Yap/7riang. Rectangular TraplTriang. Rectangular Trapfiriang. Rectangular Trap/Triang, Rectangular Trap/Triang. Recta Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa, .375 Alum. , >C - i; Tube ro n u ro a o �.. 'o U e> �.. b.. v 6 o S �. a °ai o n a s B o n N ro ro N ro ro N ro a`i N ro m ro ro ro ro ro N Mullion `� �° +� n n n ri a s a n a n a"� '� a�' a `g `b' a CL n a b° a a c m c ro me ro ma W c m W G- ro me (� _ Uv (� _ Ua W. me ro ro� ro c m ci rja ci _ 'upv � _ Uv c1 _ vv c� v o0 o Uv r`S a � c`� Uv c� vv o c� C .d.. C po G d �1 G �.. C �p i L'7 L '7 t 7 `�- L � p� O .G Qg' O L 7 _O tpQ' .G Qom' O C .CC' ' L 7 .0'per' .0 �j}' C UO, C IC U N -J C N y C N 7 y' C W 7 II V 0715 9 C Cl y C W G N a G G 7 C cC m ,g C 6f C y 7 C y N a Q K c ¢ a c ¢2 c Q a a a Q D c ¢0.'-- -�c <C g c _¢ 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 170.0 708 170.0 524 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 .1139 170.0 680 97.6 50.625In 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 54 in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.6 907 146.0 714 96;8 907 141.1 710 80.6 907 140.0 709 69A 601n 141.1 735 151.5 625 117.6 735 130.3 611 100.6 735 116.0 599 98.2 735 106,2 590 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 63in 121.9 666 130.6 570 101.6 666 111.5 557 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 686 7.9.6 526 50.8 666 76.8 521 43.5 � 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 72in 81.6 510 85.8 443 68.0 510 73.0 434 68.3 510 64.3 426 51.0 510 57.9 419 46.4 510 53.3 413 40.8 610 50.0 408 34.0 510 45.9 402 29.2 76in 69.4 458 72.5 400 57.8 458 61.7 392 49.6 456 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 96in 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 20A 240 17.2 287 19.3 237 1 •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 15.1 227 16.0 195 1111n 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 188 120 in 17.6 184 17.9 167 TABLE 3B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Elco 114"Elco 3/16"DeWalt 114"DeWalt 5/16"Elco 3/16"Elco 114"Elco 3116,DeWalt 1/4"DeWall Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-11Z' 1" 2-1/2" 1" 2-112 V 2-1)2" 3-1/8" 1" 2-112" 1" 2-1/2" 4" 2-112" 1" 2-1. Embedment(in); 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 1.314" 2" 1-114" 1-1/4" 1,114" 1-114" 1-114" 1-114' 1-114" 14 2 Anchors @ 4.75"Min.O.C./Standard or Ofiset.Clip(Fig.1): 390 Ibs 390 Ibs 450 lbs 890 Ibs 310lbs 63011 220lbs 870 Ibs 1644 Ibs 270 Ibs 1 280 Ibs 354•lbs 740 Ibs 230 lbs 370 Ibs 320 Ibs 680 4 Anchors @ 1.15"Min.O.C./Standard(or Olrset)Clip(Fig.2): 480 Ibs 700 Ibs NIA N/A 320 Ibs 1260 Ibs 370 lbs WA WA NIA 380 Ibs WA WA N/A 740 Ibs N/A N/, 4 Anchors @ 3"Min.O.C./(2)W Angle Clips I(Fig.3): 760 lbs 780 Ibs 680 Ibs 1660 Ibs 620lbs 126Q Ibs 440 Ibs 1740 lbs 1896lbs MO lbs 560 lbs NIA 760 lbs 460 Ibs 740 Ibs 640 Ibs 1160 2 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): N/A N/A N/A N/A WA N/A N/A WA N/A N/A NIA NIA NIA NIA NIA NIA N/. 1 Anchor/F-Clip(Fig.5):1 195 Ibs 195 Ibs i 225 Ibs 445 Ibs 155 Ibs 315 Ibs 110 Ibs 435 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 160 Ibs 290 2 Anchors @ 1.15"Min,O.C./F-Clip(Fig.6):j 240lbs 1 350 Ibs I NIA WA 160 Ibs 630 Ibs 185 Ibs N/A N/A WA 190 Ibs NIA I N/A NIA 370 Ibs N/A NI, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (:"-)1CIRCLED 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(Ibsfftz 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 12D in 1 x 2.75 x Rectangular Trap/Triang, Rectangular Trap/Triang. Rectangular -tap/Triang. Rectangular Trap/Bang. Rectangular Trap/ltiang. Rectangular Trap/Tdanfiular Trap/Tdang. Rectan( Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadingg Loading Loadu .6,0 Alum. Tube � _ a •s�. o c� o o r. ea o�. a o .. n c�i. c� o.. a s.. o.. o n -�. U c3 S 0 f0 (0 y f0 N l0 f0 y l0 f0 (0 (l1 N N W v1 'm f0 N l0 �q y N f0 N lC l9 u7 �p y tp Muih011 0.C 4 4 0. 4 O Q 4 a 0..O 4 4 O 0. A G b°R 4 4 4 O 0.m e ro ro ro ro ro m E roro U U U U U v U U v U U v U_ U v U U a U U v U U v U U .0U U U ti c o. c c cct o a> cc�r o ?? co c c $L c c L_ c o cc^y o "-' c $ o c 6 L•7 t O L 7 =70 t .� L 7 Q Cr (� .G 7 t L 7 L 3 JG ZC .C7Cr tr aC � UCH "' VR .4 .D c m CVr�, 61 .O a G`' G Q '�G rr' Td G Q lr ^2 G Q G Q� G Q_fY -�G q -_�G. Q -G. 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 $68 170.0 506 170.0 992 170.0 619 170.6 1116 170.0 621 170.0 1240 170.0 521 170.0 1486 170.0 521 158.7 48 in 170.0 708 770.0 524 170.0 850 170.0 584 17D.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 170.0 656 100.5 1130 170.0 861 86.1 60 in 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 87.9 915 118.5 720 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 i 12.2 .670 84.4 830 104.E 662 75.9 430 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 96.1 614 73.4 757 89.1 606 66.0 757 84.2 600 55.0 757 79.0 593 47.2' c 72in 101.7 636 106.8 552 $4.8 636 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 76 in 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 65.5 464 43.2 571 61.8 459 36.0 671 47.0 451 30.9 78 in 80.0 542 83.4 474 66.7 542 70.8 465 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 90 in 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 r27-8 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.6 358 28.8 304 23.8 358 26.1 300 21.6 358 24.0 2.96 17.9 358 21.0 269 15.3 106in 283 30.8 255 25.1 283 25.9 251 21.6 283 22.5 247 16.8 283 19.9 244 16.7 283 16.'0 240 15.1 283 16.5 237 111in 267 26.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 16.4 267 16.5 228 120in 229 22.3 209 18.3 229 16.8 205 15.7 229 16.2 202 TABLE 4B Substrate: 2.7k Concrete 3k'Concrete 3,5k Cone. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Eico 1/4"Elco 3/16"DeWalt 114"DeWalt Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracoh Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(In): 1" 2-1/2"- 1" 2-1/2" 1" 2112 1" 2-1/2' 3-1/8" 1" 2-11T V 2-1/2' 1" 1 2112" 1" 2-11. Embedment(n): 1.3/4" 1-314" 1.314" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-314" 2" 1-114, 1-1/4" 1-114, 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/9 2 Anchors.@ 4.76'Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs', 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 lbs 1644 lbs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 58011 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A N/A 320 lbs 1260 ibs 370 Ibs N/A WA N/A 380 Ibs WA WA NIA 740 Ibs N/A N/A 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips/(Fig.3): 760 lbs 780 lbs 680 Ibs 1560 Ibs 620 lbs 1260 lbs 440 Ibs 1740 lbs 1896 Ibs 540 Ibs 560 lbs WA 760 lbs 460 lbs 740 Ibs 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 N/A N/A N/A N/A N/A N/A NA N/A N/A NIA WA NIA 1 Anchor/F-Clip(Fig.5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 155 Ibs 315 Ibs '110 Ibs 435 Ibs 822 Ibs 135 lbs 140 Ibs 177 Ibs 370 Ibs 11514s 185 Ibs 160 Ibs 29011 2 Anchors @ 1.IS"Min.O.C./F-Clip(Fig.6): 240 lbs 350 lbs N/A WA 160lbs 630 Ibs 185lbs I N/A WA NIA 190 Ibs NIA WA N/A 370 Ibs 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 Table IbsHl? Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions' 50 in 60 in 70 in 80 in11 90 in 100 in 1 120 in Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectant V,x 3.125"X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadmg Loading Loading Loading Loads .500"Alum 211 Z1 Z1 2� � � .� Al, Z s � .. er. ter, :. s �:. �,. �., o�. a Tube Mull a c 2 o ma n `O m w m ro m w m m m � m m m �o m R" m m m m R a � m a`a a a CL- a a`r3' a `� a`a a a� a a n Q. a Q a ` a n U _ U-p U U y U_ U'9 U U p U_ Uy U U p U Uc U UG m w� m my 1O m� `O me 'o ryv U Ua U Ua U U o U U-o 0 Uy U Ub U O ry¢ V J7 O O L._ a cp .o 5 G 'S"�� C o C g b.t 0 o C a d c 0 c(�J `a F '6 n�- c `o .T c_y tT .13 .0 7 .c 7 .0 7 5 .c 7� .0 7 L 7 2 .0 7• 2�C L 7 t7 t C m C m 7 VG m 7 C N 7 V y 7 N V m `y V y U Cf y V ? V V O' jp V Cr V O' -- - -- -- -�-G Q c Q.�_ _ Q 0: _ c ¢.a_ _ v. _Q.�_. c �. c s c m a c m G m m c m a �. -�� -Q� tea. Qom. Q-�- �a �c 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 1 170.0 519 170,0 1116 1 170.0 521 170.0 1240 170.0 521 170.0 1438 170.9 521 170.0 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 50.625'ih 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 170.0 856 124.6 1401 170.0 861 106.8 60 in 170.0 885 170.0 •701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 167.0 928 123.3 1156 156.5 917 111.0 1156 1 149.7 910 92.5 1166 144.5 903 79.3 63 in 170.0 930 170.0 745 159,8 1049 170.0 850 137.0 1049 155,5 880 119.8 1049 141.7 846 106.5 1049 132.0 1 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 s c 661n 166.8 955 170.0 789 139.0 955, 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.8 955 112.8 766 83.4 955 106.4 757 69.5 955 99.8 749 59.6 J 72in 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 53.5 803 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 45.6 721 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 70.4 567 56.1 684 64.4 $58 50.5 684 59.9 551 42.1 684 54.1 541 XI 80 in 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.6 427 32.9 614 37.3 421 27.4 514 33.0 412 23.5 96 in 54.2 1 452 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 1081n 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 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 Ill in 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1N29 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 1201n 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.51,7.3 289 18.1 252 11 15.4 289 18.3 249 13.9 289 14.9 246 11.6 289 12.8 240 9.8 TABLE 5B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor AnchorT 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 6116"Elco 3116"Elco 114"Elco 3116"DeWalt 1/4"DeWalt Capacity y� Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracdn+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2' 1" 2-1/2" 1.F " 2-112" 1" 2-1/2' 31/8" 1" s2-1/2- " 1" 2-1/2" 1" 2-1/2" 1" 2-1 Embedment on): 1-3/4" 1-3/4" 1-3/4" 1 33/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 2" 1-1/4" 14" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/,2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 3101bs 6301bs 220lbs 870 Ibs 1644 Ibs 270 lb lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 5801 4 Anchors @ 1.15'Min.O.C.I Standard(or Offset)Clip(Fig:2): 480 lbs 700 lbs NIA NIA 320lbs 1260 lbs 370 lbs N/A WA N/A 380 lbs NIA WA NIA 740 lbs NIA NIA 4 Anchors @ 3"Mtn.O.C.1(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 1560 lbs 620lbs 1260 lbs 440 lbs 1740 lbs 18961bs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs 1160 3 Anchors @ 0.45"Min.O.C./U-Clip,Into.125"Alum.(Fig.4): N/A WA N/A WA WA N/A NIA WA WA WA NIA WA WA NIA N/A N/A NIA- - 1 Anchor/F-Clip(Fig.5). 195lbs 195lbs 225 lbs 446 lbs 155lbs 315 lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 Ibs 370 Ibs 115 lbs 185 Ibs 160 lbs 290 II 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 lbs 1 350 lbs N/A NIA 1601bs 630 lbs 185lbs WA WA N/A 190 lbs NIA I WA NIA 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 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A _____ _ __ -- - - ----- - -- --- --- ------ -- - _ - - - Mullion Capacity Table(Ibsfle) Opening Width(for vertically-spenrling mullions)or Opening Height(for horizontally-spann)ng mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Tdang. Rectangular Traprrdang. Rectangular TraplTdang. Rectangular Trapridang. Rectangular Trap/Tdang. Rectangular Trapliriang. Rectangular liwa, e 1 X 4 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading IAlum.Tube <r k k t {Mullion ° NNNV NN N tto N M K lC l0 CL a CL CL a a Ca C �' �' mU '° U U v U C U v U v U U C U U_ ' _ U v U U U U U U y $ L c cS L_ cya �' c try $ , c $ o �-' c `o°= co o $ o $ ° g °c o Lt c t g c 9 t ° c 'c3.Q a_ �_G_ Q �_ G G Q rC v Q -� 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 170.0 521 170.0 1240 170.0 521 170.0 1488 770.0 521 14: 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 170.0 680 130.3' 1303 170.0 680 11' 50.625in 170.0 747 170.0 563 170.0 896 '170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 101 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 164.4 1156 170.0 801 137.2 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 88 60in 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 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 66.9 947 95.1 713 59 c 72 in 136.9 849 142.7 737 113.2 649 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 76.5 849 88.7 686 67.9 849 82.7 676 56.6 849 75.3 659 48 J 76 in 115.5 762 120.7 665 96.3 762 102.6 652 82.5 762 90.0 640 72.2 762 80.9 629 64.2 782 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41 M 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 63.4 585 44.5 724 57.3 573 38 90 in 694 543 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 96 In 57.3 478 58.9 427 47.8 478 49.7 419 r26. 9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28,7 478 32.0 395 23.9 478 28.1 386 20 108 in 40.3 377 41.1 341 33.5 377 34.6 335 8 377 30.0 330 fl23.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19,0 310 14 Ill inR17.0 357 37.8 323 30.9 357 31.8 318 5 357 27.6 313 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 29412DinE,21 29.8 279 24.5 306 26.1 274 0 306 21.7 270 308 19.2 267 16.3 306 17.3 263 144 in 17.2 106 TABLE 6B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Elco IM"Eico 3116'DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 114"Eico 3116'DeWalt 114"De' Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracc (lbs) 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" 1" 2-1/2" 1" 2-1/2" 1" Embedment(in): 1-3/4" 1-314" 1-314' 1-3/4" 1-3/4" 1-3/4' 1-3/4" 1-314" 2" 1-114" 1-114" 1-IK' 1414' 1-114" 1-114" 1414" 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1&2): 390 lbs 390 lbs 450 lbs 890 Ib's 310 Ibs 630 Ibs 220 itrs 8701bs 16441bs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig,3): 700 lbs 700 Ibs 580 lbs 1410 lbs 620 lbs 1260 lbs 420 lbs 1720 lbs 952 lbs WA 560 lbs WA 630 lbs 390 lbs 740 lbs 510 lbs 8 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.4): 960lbs 1400lbs NIA WA 640 lbs 2520 lbs 740 lbs WA NIA WA 760 lbs N/A NIA N/A 1480 lbs N/A 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips I(Fig.5): 760 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1269lbs 440 lbs 1740 lbs 1896lbs 540 lbs %0 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs _ 6 Anchors @ 3"Min.O.C.-/(2)2x5 Angle Clips/(Fig.6): 1170 lbs 1170 lbs 1020 lbs 2340 lbs 930 lbs 1890 lbs 660 lbs 2610 lbs 2844 lbs 810 lbs 840 lbs WA 1140 Ibs 690 Ibs 1110 lbs 960 lbs 4 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.7): WA WA N/A WA WA WA N/A WA WA WA WA WA N/A N/A N/A NIA 2 Anchors @ 2.25"Min.O.C./F-Clip(Fig.8):j 350lbs 350 Ibs 290 lbs 705lbs 3101bs 63D Ibs 210lbs 860 lbs 476 Ibs WA 280 lbs WA 315 It's 195 lbs 370 lbs 255 lbs - 4 Anchors @ 1.15"Min.O.C./F-Clip(Fig.9): 480 lbs 700 Ibs I NIA N/A 3201bs I 1260 Ibs 1 370 lbs WA WA WA 380 lbs NIA WA NIA 740 lbs NIA NOTE: FOR THE OFFSET CL1P,_USE THE_SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Ftc,11RF a• Fir=l lar=°' TABLE 7A Mullion Capacity Table(Ibs/Ptz) Opening Width(for verlicaily-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 Trap/Triang. Rectangular Trap/Triang, Rectangular Trap/Tdang. Rectangular Traprildang. Rectangular Trapffdang. Rectangular Trap/Tnang, Rectangular Trap/Tdang. Rectar Alum.Tube Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loat n Na v i� n o S Mullion a c�' n a c. `&.n c Z. o `"° 8 T 10 '0 ro roc' ro ro '° '° r^� m �° '^�' ro ro u^� `d�' m Cz. io �(Qp 1Q {p ry{p ttQQ {p IQ {� ry i�p;°. {a.`b' 1pa {aq ' rya CL.o a rya�' (Qa {qa"yu pry. spa �np rya.o lQ tpQ. CL (cQ. CL [op. co`a1 ¢C � •LOC 'a^I ¢t) tr LC`G�J•' QOC•aLO,' ^2CO G. a. 1 .�VO (Q_ OOC C C0) V•C0..�2 ¢ Q Q a & g 42 in 170.0` 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 176.0 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 170.0 680 170.0 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 170.0 756 156.0 54In 170.0 797 170.0 612 170.0 956 170.6 691 170.0 1116 170.0 764 170.0 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 170.0 885 170.0 701 1 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 63 in 170.0 930 170.0 745 1 170.0 1116 1 170.0 860 170.0 1302. 170.0 940 170.0 1408 170.0 1015 156.7 1642 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100J 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 1086 142.8 1472 168.8 1148 128.5 1472 158.5 1130 107.1 1472 147.8 1108 91.8 co C 72 in 170.0 1063 170.0 878 170..0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 -1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 J a 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 115.3 964 89.8 1184 107.5 952 74.6 1184 97.6 935 64.1 78 in 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.6 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1 11241 98.5 906 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 49:6 614 37.1 742 43.6 600 31.8 108in 62.6 586 63.9 530 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 2611 586 29.6 481 22.3 III in 57.6 555 58.0 503 48.0 555 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.fi 120 in 45.6 475 46.4 433 38.0 475 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 144in 26.4 330 26.7 305 11 22.0 330 22.4 301 1 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Anchor Type: 3/16"Elco 1/4"Elco 3116"DeW61t 1/4"DeWalt 5116"Eloo 3/16"Elco 1/4"Elco 3116'DeWalt 114"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(n): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1'• 2-1/2" 1" 2-112" •1" 2-1/2' 1" 2-1/,' Embedment(in): 1-3/4" 1-3/4" 1-314" 1-314" 1-3/4" 1-3/4" 1.3/4" 1-3/4" 2" 1-114" 1-1/4" 1-114, 1-14' 1-1/4" 1-114" 1-1/4" 1-17 2 Anchors @ 4.79'Min.O.C./Standard or Offset Clip(Fig.18,2): 390 lbs 390 Ibs 4501bs 890 Ibs 310 lbs 630lbs 22.0 lbs 870 Ibs 16.441bs 270 lbs 280 lbs 354 lbs 74016s 230 lbs 370 lbs 320 lbs 5801 4 Anchors @ 2-25"Min.O.C./Standard(or Offset)Clip(Fig.3): 700 lbs 700 lbs 580 lbs 1410 lbs 620 lbs 1260 lbs 420 lbs 1720 lbs 952 lbs WA 560 lbs N/A 630lbs 39014s 740 lbs 510 lbs 1060 8 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.4): 960 lbs 1400 lbs NIA N/A 640 lbs 2520 lbs 740 lbs N/A WA N/A 760 lbs WA NIA N/A 1480 lbs NIA WE- 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs WA 760 Ibs 460 lbs 740 lbs 640 lbs 1160 6 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1170 lbs 1170 Ibs 1020 lbs 2340 lbs 930 lbs 1890 lbs; 660 lbs 2610lbs 2844 lbs 810 lbs 840 lbs WA 1140lbs 690 lbs 1110 lbs 960 lbs 1740 4 Anchors @ 0,45"Min.O_C./U-Clip,Into.125"Alum.(Fig.7): NIA I WA WA WA N/A NIA WA N/A WA WA WA WA WA NIA N/A WA W/ 2 Anchors @ 2.26'Min.O.C./F-Clip(Fig.8):1 350 Ibs 350 Ibs 290 ibs 705 Ibs 310 lbs 630 lbs 210 lbs 860 Ibs 476 Ibs i 280 Ibs WA 3151bs 1951bs 370 lbs 2551bs 5301 ,- 4 Anchors @ 1:15"Min.O.C./F-Clip(Fig.9):1 480 lbs 1 700 lbs NIA N/A 1 320 lbs 1260 lbs 370 Ibs N/A WA WA 380 lbs N/A NIA N/A 740 lbs WA NJf NOTE: FOR THE OFFSET CLIP,-USE.-THE.SAME ANCHOR-PATTERN-AND-ANCHOR VALUES AS THE STANDARD CLIP. - -- TABLE NOTES: Flrvl IRF 1• Flr•;I1RF 9• Fir;l IRF 5l• Flr,l IRF e• 1)SEE SHEET 1 FOR INSTRUCTIONS ON I IRIN(;THE TAR[FS ANn c14F=r-T I)r r=nv Wt TABLE 8A Mullion Capacity Table(lbsne) 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 1.26"x Rectangular Traprildeng. Rectangular Trap/Triang. Rectangular Trap/Ttiang. Rectangular Trap/Tdang. Rectangular Trap/Wang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Reef: Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lot 3.188"x .265"All � � Z' � s; Tube Mull `$ n `_ a ii �' a `$c o c a'_ar o n a `_6' �7 2..8 n @ @ @ @ @ G ci _ S " n a 3 , E L O t '� O _ •5 2¢ L o _•� o. L •= O L ' o L .- 0 C p j O s o �_. p .@. C _� C = N yy� U ¢' y v _ _� p• _� y lg p7 •= y t 7 _ p7• r•� ,_ 2 IC G W •O U CV, 5V 7 J� 5U N .L� U �+ 7 V 0j 7 V y 7.O U y 4 rY G 2G �(Y �G Q� 3=G �i.R� _�G 'i (r _�G TL G Cr�� �_�_ _� _Q-11:. 421n 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 1486 170.0 621 170.0 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 1 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 60.625 in 170.0 747 170.0 563 170.0 896 170.0 631 1.70.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 1.70.0 747 167.0 1468 170' 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 1276 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 866 122.3 1376 170.0 861 104.8 60 in 170.0 885 170.0 1 701 1 170.01 10631 170.0 797 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 63in 170.0 930 170.0 745 1 160.1 1051 170.0 850 1 137.21 1051 155:9 862 120.1 1 1051 1142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 t.I 66in 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 1 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 72 in 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 J 76 in 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 65.3 606 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 7 78in 101.2 685 105.6 600 84.4 685 69.6 588 72.3 685 78.5 577 63.3 685 70.5 .568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 686 54.3 543 36.2 90In 65.9 515 68.0 1 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 615 44.7 434 36,6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 96 in 54.3 453 55.8 404 45.3 453 47.1 397 38.8 1 453 41.0 391 33.9 453 36.4 385 30.2 453 1 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19A 108in 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 358. 25.2 308 21-2 358 22.7 304 19A 358 20.8 300 15.9 358 18.0 293 111 in 35.1 338 35.8 306 29,3 338 30,1 301 25.1 338 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 1 16.3 186 TABLE 86 Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor T 3116"Elco 1/4"Elco 3116"DeWalt 114"DeWalt 5116"Elco 3/16"Eloo 1/4"Elco 3116"DeWalt 1/4"DeWalt Capacity yam` Ultracon Ultracon uIlracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1't 2-1/2' 1" 2-1/2" 3-1/8" i" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 1 2-1/ Embedment(in): 1-3/4" 141/4" 1-3/4". 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-W, 2" 1-1/4" 1-1m, 1-1/4" 1-114" IAA' 1-114" 1-1/4" 1-1/ 2 Anchors @ 4.76'Min.O.C.l Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 ibs 230 Ibs 370 Ibs 320 lbs 5801 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480lbs 700 Ibs N/A WA 320 Ibs 1260 Ibs 370 lbs WA WA WA 380 Ibs WA N/A NIA 740 Ibs N/A N// 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips I(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 lbs 1260 Ibs 440 lbs 1740 Ibs, 1896 Ibs 540 lbs 660 lbs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 4 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4):l WA WA N/A WA NIA WA N/A WA NIA N/A WA WA N/A N/A NIA N/A NI/ 1 Anchor/F-Clip(Fig.5):1 195lbs 195 Ibs 225 Ibs 445 ibs 1551bs 315 lbs 110 lbs 435 Ibs 822 Ibs 135 lbs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 160 lbs 2901 2 Anchors @ 1.15"Min.O.C./F-.Clip(Fig.6):1 240 Ibs 350 Ibs I NIA WA 160 lbs 630 Ibs 111511s WA WA WA 190 Ibs N/A NIA N/q 370 Ibs NIA 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 II nnI I nenlnrrn QCC OUcerrn n Pl - -- TABLE 9A ----- -_- -----s---- --- - '---`--_` Mullion Capacity Table(Ibslfe) 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 140 1.25 X 3.25 Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Trlang. Rectangular ff!21ng ctangular TraplTriang. Rectangular Traplfriang. Rectangular Trap/Triang. Rectangular Loading Loading Loading Loading Loading Loading Loading oading Loading Loading Loading Loading Loading Loading X.100 T .a. r 3 Alum.Tube r Mullion aypQ }}QQ1JQ y �p }jV CJ V V` VC 8 V G VC V�p V U U V�^ Vp� g VL ; 0 = g •- - •L'' _�QQ rY �' v Q y Q G Q .� Q 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 170.0 521 153.3 1i18 170.0 521 127.7 1118 170.0 521 109.5 1118 46 in 170.0 708 170.0 524 170.0 850 170.0 684 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 83.8 978 50.625in 170.0 747 170.0 663 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 541n 170.0 797 170,0 612 154.5 869 170.0 691 132.5 869 153.9 683 116.9 869 141.8 669 103.0 869 134.0 680 92.7 869 129.8 654 77.3 869 128.8 652 66.2 869 60in 143.2 746 153.8 534 119.4 746 '132.3 620 102.3 '746 117:8 608 89.6 746 107.8 599 79,6 746 101.0 592 71.6 746 96.6 587 59.7 746 93.3 683 51.2 746 63in 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 51.6 677 77_0 529 44.2 677 C 66 in 107.8 617 114.1 530 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 J518 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 34.5 518 46.6 467 25.2 465 '4 76 in 70.5 465 73.7 406 58,7 465 62,6 398 50.3 465 64.9 390 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 67.7 379 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 117014*.g 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 96 in 3.5.0 291 35.9 1 291 30.3 266 25.0 291 26.4 252 21.9 291 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 5 230 21.1 205 17.5 280 18.3 201 15.4 230 16.2 lea Ill in 22.6 218 23.1 9 218 19.4 194 16.2 218 16.8 191 14A 218 14.9 188 120 in 17.9 187 18.2 187 15.3 167 TABLE 9B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Flollow CMU Anchor 3/16"Elco 114"Eloo 3/16"DeWalt 1/4"DeWalt Wig'Elco 3116'Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Anchor Type: 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" 2-1/2' 34/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/Z' Embedment(in): 1-314" 1-314" 1-314" 1-3W 1-314" 1-3I4' 1-3/4" 1314" 2" 1-114" 1-114" 14/4" 1-1/4' 1-114' 1-114" 1-1/4" 1-1L 2 Anchors @ 4.75"Min.O:C.I Standard or Offset Clip(Fig,1): 3901bs' 390 lbs 450 Ibs 8901bs 310 Ibs 6301bs 220 Ibs 87D Ibs 1644lbs 270 lbs 28D Ibs 3541bs 740 Ibs 230Ibs 370 lbs 320 lbs 5801 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 N/A N/A N/A 380 lbs WA WA N/A 740 lbs WA W/ 4 Anchors @ T Min.O.C./(2)2x5 Angle Gips/(Fig.3): 780lbs 780lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740lbs 1896lbs 640 lbs 560 lbs WA 760 lbs. 460 lbs 740 lbs 640 lbs 1160 3 Anchors @ 0.54"Min.O.C./U-Clip,Into.100"Alum.(Fig.4): NIA WA NIA NIA NIA NIA NIA NIA NIA WA NIA N/A NIA NIA NIA N1A N/1 _ 1 Anchor/F-Clip(Fig.5): 195 lbs 195lbs 225 lbs 445 lbs 155lbs. 315lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370lbs 115lbs 185 Ibs 160 Ibs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 Ibs 350 Ibs WA WA 160 Ibs 630 ibs 185 Ibs NIA WA WA 190 lbs N/A WA N/A 370 Ibs WA W/ NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - ` ' ---- - - TABLE NOTES: FIGURE 1: FIGURE 2: ® 01 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. TABLE 10A Mullion Capacity Table(IbslftZ) Opening Width(forvertically-spanning mullions)or Opening Height(for horizontaily-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 1.25 x 3.26 Rectangular Trapfrriang. Rectangular Trepfrdang. Rectangular Trap/Triang. Rectangular Traplrriang. Rectangular Trapfrdang. Rectangular TraplTriang. Rectangular TraplTriang. Rectangular x.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading. Alum-Tube A A > A T T A A A A A A A A > A A A A A Z1 r Mullion �0 01 N 0) ,0 N W 0) 'N W N N W M W M M N W W N W W 0/ W O7 , �0 A N W W W W N 0 W 00 M W W W M N N W+ 0] 01 0. 0.-0 0. 0. p 0. 0.-0 O. 6 G.-0 4 0.-0 0.� 10 01 v 01 01 G N 10 G W W G 01 01 G 01 W v 10 0f v 10 01 G m W G w 01 G W W v m W v W O1 U U y U U v U U,•o U U v U U v U U a U U v U U-q V U v 0.�^ U v U U v U ri. U v V U V V v U U `p,.W. p .W.. C V C O C�^ L t 7 C t » L•� C-C L'j C L C = L C L 7 •E.c 3 ,_` .c'9 t 'S t'5 3 .c•� c GGG� _ 0 0 0 o a 7 e m 7 C d M .NG C m .NO N 0 a N D .NO C OPI a s y d 7 Y d a G O 7 C N 7 V m .WO W d� o .O V u m ,Np C m M a � 2r ac Mv a� ECG �� � G ao � � d`rr � G �� �� � _. d`oc � G a� 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 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 48in 170-0 708 170.0 524 170.0 860 170.0 604 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 660 170.0 1700 170-0 680 169.7 1979 50.625in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 162.5 1877 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 170.0 856 156.4 1759 170.0 861 134.1 1759 60in 170.0 885 170.0 -101 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1611 170.0 996 145.0 1511 170.0 1033 120-8 1511 170.0 1063 103.6 1511 63in 170.0 930 170-0 745 170.0 1116 170.0 850 170-0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 1 89.5 1370 0) 66in 170.0 974 170.0 789 170A 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 108:9 1248 1 139.0 989 90.8 1248 130.4 978 77.8 1 1248 c m 72in 167.8 1049 170.0 878 139.9 1049 150.2 892 119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 109.7 848 83-9 1049 102.7 838 69.9 1049 94.3 825 59.9 1049 J 0 76in 142.7 941 149.1 822 110.9 941 126.8 805 101.9 1 941 111.2 791 89.2 941 100.0 777 79.3 941 91-7 766 71.4 941 85.6 757 59.5 941 77.6 744 51.0 941 3 78in 132.0 894 137.6 783 110.0 694 116.9 767 94.3 094 102.4 1 753 82.6 894 91.9 740 1 73.3 894 84.1 730 66.0 894 78.3 721 65.0 1 694 70.7 707 47-1 694 90in 85.9 671 80.7 596 71.6 671 74.9 585 61.4 671 65.3 575 53.7 671 58.2 566 1 47.7 671 52.9 558 43.0 671 48.8 1 551 35.8 1 6.71 43.1 539 30.7 671 96 in 70.8 590 y2.8 527 1 69.0 590 61.4 618 50.6 590 53.4 509 44.3 590 47.6 502 39.3 590 1 43.0 494 35.4 1 590 39-6 488 29.5 690 1 34.7 477 1 25.3 1 590 108 in 49.7 466 50.8 421 41.4 466 42.8 414 1 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 382 17.8 466 111 in 45.8 441 46.7 400 38.2 441 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 21.6 363 16.4 441 120in 36.3 378 36.9 344 30.2 378 31.0 339 26.9 376 26:8 334 22.7 378 23.7 329 20.1 378 21.3 325 16.1 378 19.5 321 15.1 378 16.7 314 144 in 21.0 262 21.2 242 17.5 262 17.8 239 16.0 262 15.3 236 TABLE 10B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116'Elco 114'Elco 3/16"DeWalt 1/4"DeWalt 5116'Elco 3116"Elco 1/4"Elco 3116"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/Z' 3-1/0" 1" 2-112" 1" 2-112" 1" 2-1/2" 1" 2-1/ Embedment(n): 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" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4,76'Min.O.C./Standard or Onset Clip(Fig.1): 390 lbs 390 lbs; 450.lbs 890 lbs; 310 Ibs 630 lbs 2201bs 870 lbs 1644 lbs 270 lbs 280 lbs 3541bs 740 lbs 230 lbs 370 lbs 320 lbs 580 I 4 Anchors @ 1'.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs WA N/A 320 lbs 1260 lbs 370 lbs; N/A WA NIA 380 lbs N/A NIA N/A 740 lbs WA Nr 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips I(Fig.3): 780 lbs 780lbs 680lbs 1660 lbs 620 lbs; 1260 lbs; 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs; N/A 760 lbs 460 lbs 740 lbs 640 lbs 1160 3Anchors @ 0.54"Min.O.C./U-Gip,into.100"Alum.(Fig.4): N/A N/A NA N/A NIA WA N/A N/A WA N/A WA N/A NA N/A N/A WA Nb 1 Anchor/F-Clip(Fig.5): 195 lbs 195 lbs 225 lbs 445 lbs 155 lbs 315 lbs 110 lbs 435 Ibs 822 lbs 135 lbs 140 Ibs 177lbs 370 lbs 115 Ibs 185 lbs 160 lbs, 2901 2 Anchors @ 1.15"Min.O.C./F•Clip(Fig.6): 240 Ibs 350 lbs WA NIA 160lbs 630 lbs; 185 lbs N/A NIA WA 190 lbs N/A WA N/A 370 lbs WA N/l 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 INFORMAI • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 11.A Mullion Capacity Table(IbsAfe) Opening Width(for vertically-spanning mullions)or Opening Height(for horizt5rdally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in W Rectangular Trap/rriang. Rectangular Trap/rdang. Rectangular Trap/Trian Rectangular Tra g g p g g pfr g- g p/r g g 125 x 3.94 9• 9 p/Trian . Rectangular Tra ITrian . Rectangular Tra Tian Rectangular Tra Tian . Rectan uiar X.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube « .A, A .A. v ? A .A A .T Y Y r A A s A A A A A A A A A A �+ •7i 'cam.. 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Q-�_ .� G <QCjI-tr G G _LQCll.�- <-v--Q(or -2O -Q M G -k 1 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 619 170-0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1736 48 in 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170-0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 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 170.0 756 170.0 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 170.0 885 170.0 701 170.0 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 1 170.0 1063 148.3 2163 63in 170.0 1 930 170.0 746 170.0 1116 170-0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1B59 170.0 1122 156.9 2060 170.0 1169 134-5 2060 c 66in 170.0 1 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 10a6 170.0 1753 170.0 1156 170.0 194E 170.0 1210 143.0 1966 170.0 1275 122.E 1966 m 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 11700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.E 1734 155.9 1364 99,1 1734 J 0 76in 170.0 1122 170.0 937 170.0 1346 170.0 10B0 168.5 1556 170.0 1209 147.4 1556 1652 12B5 131.1 1556 151.5 1266 117.9 1556 141.3 1261 98.3 1556 128.3 1229 84.2 1556 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 165.9 1477 169.3 1245 136.4 1477 152.0 1224 1 121-21 1477 139.1 1206 1 169.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 90in 142.0 1110 146.5 986 118A 1110 123.9 968 101.6 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 07.5 922 1 71.0 1110 60.7 910 59.2 1110 71.3 891 50.7 1110 96 in 117.0 975 120.3 872 97.5 975 101.6 856 83.6 975 88.3 1 842 73.2 975 78.5 829 65.0 975 71.2 817 58.5 975 65A 807 46.8 975 67A 789 41.8 975 108 in 82.2 771 84.0 696 68.5 771 70.7 686 68.7 771 61.3 674 61.4 771 64.3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 T71 Ill in 75.7 730 77.3 661 63.1 730 65.0 650 L54A 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 LIT 730 41.1 614 31.6 730 35.6 600 27.0 730 120ir 59.9 624 61.0 569 49.9 624 51.2 660 624 44.3 �30 37.5 624 39.2 544 33.3 624 35.3 537 624 32.2 531 25.0 624 27.7 519 21.4144 in 34.7 433 35.1 400 28.9 433 29A 395 433 26.4 21.7 433 22.4 385 19.3 433 20.0 381 433 18.2 376 TABLE 11 B Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type 3116"Elco 1/4"Elco 3116'DeWalt 1/4"DeWalt 5116'Elco 3r16"Elco 114"Elco 31161 DeWalt 1/4"DeWal Capacity Ultracon Ultmcon Uttracon+ Ulltacon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ pbs) Edge Distance Qn): 1" 2-1/2' 1" 24/2' 1" 2-112" 1" 2.1/2' 34/8" 1" 2-1/2' 1" 2-1/T 1" 2-1/2' 1" 2-1 Embedment Qn} 1-3/4" I-W 13/4" 13/4" 1.3/4" 13/4" 1.3/4" 1.314" 2" 1-14' 1-1/4" 14/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1 2 Anchors @ 4.75"Min.O.C.1 Standard or Offset Clip(Fig.iT 390 Ibs 1 390 Ibs 450 Ibs 1 890 Ibs 310 lbs I 630 Ibs 220 Ibs 670 Ibs 1644 lbs 270 Ibs 280 lbs 354 lbs 740lbs 230 Ibs 370 Ibs 320lbs 580 4Anchtas @ 1.lW Min O.C./Standard(arOrtset)Cllp(Fig.2y 480Ibs 700Ibs NIA NIA 320Ibs 12501ts 370Ibs N/A N/A N/A 380lbs N/A NIA N/A 740Ibs NIA N. 4 Anchots @ 3"Min.O.C./(2)W Angle Clips/(Fig.3). 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 lbs 12601bs 440 Ibs 1740 Ibs 1896 Ibs 540 lbs 560 Ibs N/A 760 Ibs 4601bs 740 Ibs 640lbs 116( 4 Anchors @ 0.54'Min.O.C,/U-Clip,Into.100"Alum.(Flg.4): NIA N/A N/A N/A N/A N/A WA N/A N/A NIA N/A N/A N/A NIA N/A N/A N, 1 Anchor/F-Clip(Flg.5j. 195lbs 195lbs 225 ibs 445lbs 155lbs 315lbs 110lbs 435lbs 822 Ibs 135lbs 140 Ibs 177lbs 370lbs 115lbs 185lbs 160lbs 290 2Anchors @ 1.15"Min.O.CJ F-Clip(Flg.6):1 240 Ibs 350 Ibs N/A NIA I 160 Ibs 630 Ibs 185 Ibs I WA N/A NIA 190 Ibs N/A N/A NIA 370 Ibs NIA 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-(Ibs )------- - Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 60 in 90 in 100 in 1201n Rectangular Trep/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapfi'dang. Rectangular Trap/Triang. Rectangular Trapfrriang. 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 _ _ _ it _ 2+ .• 0 0 0 0 o s o 0 0 n o .. 0 0 (op �np y o o '0 0 0 0 0 0 0 0 0 Mullion n a-� n n� W CO 00 (a t0 N 10 f0�D 10 ltl � ' t0 0 C a FL C R f0 l0 N M f0 N IV N N N R a na n n O n�p a n n n a s n n a R. i;° `d' n n� c. U B 8 -. 8 8-0 8 8 v U a v (� (J b a p G o L G �- r G �- .d-. C N C d C M C �_, C N G G d C G ,�„ o o o• o� t •� o 0`� .5 c `o . `o.� N $. o p o , o ,5 G L ,� G t s t _ r 5 c t cop o G C 7 t S t 5 0 0 0 C 61 7 L 7 V 7 V y 7 C N 7 tl 32 C W 7 , 0 tr �,� $ rr '=3� 0 Cr C:1 �c 4tY 2c Qtr �c drtr �a � a � � 4rr SA D 32a < W 2c �ti =� �K �c �a �c 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 1 170.0 1-116- 170.0 521- 170.0 1240 170.0 -521.- 170.0 1488 170.0 -521 17( 48 in 170.0 .708 170.0 524 170.0 850 1 170.0 584 170.0 992 170.0 630 170.0 1133 170.6 661 170.0 1275 170.0 677 170.0 1417 170.0 6130 170.0 1700 170.0 680 17( 50.625 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 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( 64in 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( 60 in 170.0 885 170.01 701 170.0 1063 170.0 797 170.0 1240 1 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170,0 1771 170.0 1033 170.0 2125 170.0 1063 17( 63in 170,0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 1 170.0 940 170.0 14881 170.0 10161 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 1 170.0 903 170.0 1364 170.0 1002 170.0 1558 '170.0 1088 1 170.0 17$3 170,0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 151 72in 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 10f 78in 170.0 1151 170.0 1 967 170.0 1381 170.0 1116 170.01 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1861 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 1 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63 95 in 147.4 1229 151.5 1698 122.9 =9 1 127.8 1079 105.3 1229 111.2 1061 92. 1229 98,9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52 108 in 103.5 971 105.E 877 86.3 971 89.0 862 74.0 971 77.2 849 64,7 971 68.4 837 57.5 971 61.8 825 51.8 971 56.5 Sty 43.1 971 49.0 796 37 111in 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 1 705 1153.9 786 55.8 1 695 47.2 786 49.4 686 41.9. .786 44.4 677 37.7 786 40.5 668 31.5 1 786 34.9 653 27 144in 43.7 546 44.2 504 36.4 546 1 37.0 1 498 IF-31.2 546 31.9 1 491 27.3. 1 546 28.2 485 24.3 546 26.3 1 .479 21.8 546 22.9 474 18.2 546 f 19.5 464 15 TABLE12B Substrate: 2.71(Concrete 3k ConcrEte 3.5k Conc. Hollow CMU Anchor AnchorT 3116"Elco 1/4"Eico 3/1B'DeWalt 114"DeWalt 5/16 Elco 3(16"Elco 114"Elco 3116'DeWalt 1/4"De Capacity ype Ultracon Ultracon Ultracon+ Uliracon+ Ultracon Ultracon Ultracon Ultracon+ Ultrac- (Ibs) Edge Distance(in): 1" 2-1/2" 1" 1 2-1/2' 1" 1 2 1/2" 1" 2-1/2' 3-1/8" 1" 2-1/2' 1" 2-11T 1" 2-1/2' 1" Embedment(In): 1-314" 1.3/4" 1-3/4" 1.314" 1-3/4" 1314" 1-314" 1 1-314, 2" 1-1/4" 1-114" 1-114" 1-1/4" 1-114" 1-1/4" 1-114, 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1&2).l 390 lbs 390 lbs 4501bs 890 Ibs 310 lbs 630 ibs 220 Ibs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320lbs 4 Anchors @ 2.68"Min O.C./Standard(orO(isel)Clip(Fig.3): 740 lbs 7401bs 630 lbs 1485 lbs 620 lbs 1260 lbs 430 lbs 1730 lbs 1424 lbs WA 660 lbs N/A 695 lbs 4251t1s 740 lbs 575lbs 6Anchors @ 1.71"Mir.O.C./Standard(oroffset)Clip(Fig.4): 885lbs 050 Ib 758lbs fl7431bs 705 lbs 1690lbs 60B lbs 2558 lbs N/A WA 705 lbs N/A 799 lbs 506 Its 1110 lbs 619lbs 4 Anchors @ 3"Min.O.C./(2)20 Angle Clips/(Fig.5): 780 lbs 78 is 680 lbs lbs 620 lbs 12601bs 440 lbs. 1740 lbs 1806 lbs 540 lb 560 lbs N/A 760 lbs 460 lbs 740 lbs 640lbs 6 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Flg.6): 1170 lbs 1170 lbs 1020lbs lbs 930 Ibs 18901bs 660 lbs 2610 lbs 2844.lbs 81 bs 840 lbs- N/A 11401bs 690 Ibs 1110 lbs; 960lbs 3 Anchors @ 1.3W Min.O.C./U-Clip,Into.,125"Alum.(Fig.7): N/A N/A N/A N/A N/A N/A WA NIA WA N/A N/A N/A N/A WA N/A 6 Anchors @ 0.64"Min.O.C.1 U-Clip,into.125"Alum.(Fig.8): N/A WA - NIA N/A N/A WA N/A N/A NIA N/A NIA WA N/A WA N/A - 2Anchors @ 2.68 Min.O.C-/F-Clip(Fig.9): 370 Ibs 370 Ibs 3151bs 310 lbs 630 Ibs 216 lbs 865 lbs 712 lbs WA 280 lbs N/A 348 lbs 213 Ibs 370 lbs 288lbs 3 Anchors @ 1.711'Min:O.G./F Cilp(Flg.10X 443 lb-- 525 lbs -379 lbs 973 lbs 363lbs 945 lbs 304 lbs 1279 lbs N/A WA 353 lbs N/A 399 lbs 2531bs 655 lbs 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: CI)CIRCLED VALUES ARE USED IN THE EXAMPLE Ol' ® ® • • 11 11 -01 • if 11 --*1 TABLE NOTES: TABLE13A ---- - -- - ------ - -- ----- --- - - - - --Mullion Ca ao' Table ibsi'R Opening Width(for vertically-spanning mullions)or Opening Height(for horizontal"parlrung mullions) 50 in 60 in 70 in 80 in 80 in 100 in 120 in Rectangular Trap/Tiiang. Rectangular TraplTriang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectanl 2 x 6 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum.Tube _ Z - U Z" 41 Z' Al Al c� v cL n a n n.a ii c.a m m 2 m min m �' m ce "o 0 Mull-ton ii o a m m m m m w o c5 0.� b v u' i� iS m m �n m m m m m m m� ii m m m m m m m m A ii m m o m m e m m e m m m m e m m e een� m m m'mc m m e m m m �.c u n a n c..Q ri n C.U 'O U U-O U U'O U Ua U _ U v V U'O U U 'p U_ Uy U_ U'O U_ Uv U_ Uv U_ U�p U U -p V c N i5 �' ii `m .� c `o L c o` :? c `o c �' c m c L �' _ _ _ (L.l _ L L 7 ,'�_' L ' O L L'7 L'� O �3 O�_, O O O O O` O f/1 O C y O G U D' y C7 O C O O' U o- - O Q = U iT U Cr C Q � "2 0 �� QRm' �c QRm' �C 5 �' c m m c m a$' c m c m �i' m �� �� c m ¢[Y �c Q� �c Q� �� QFr �a Q� �c �a �a �� gc Qa �c 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.6 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170.0 524 170.0 850 170,0 584 170.0 992 170,0 630 170.0 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 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 541n 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 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 63in 170.0 930 170.0 745 110.0 1116 170.0 850 170.0 1302 170.0 940 170.0 148.8 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 t 66In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.D 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 m m 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 170.0 2550 170.0 1488 170.0 J 76in 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 M 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 i70.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763• 170.0 1700 170.0 90in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 156.0 96in 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 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 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 151.8 2632 162.3 2245 136.E 2632 148,4 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 118,1 1915 90,1 2252 99.8 1872 77.2 1441n 125.1 1564 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 i356 52.1 1564 56.0 1330 44.7 TABLE13B . Substrate: 2.7k Concrete 3k Concrete 3.5k Cone, Hollow CMU Anchor Anchor T 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2" 1" 2-112" 1" 2-1/2" 1" 2-1/Z' 3-1/8" 1" 2-112" 1" 2-1/2." 1" 2-1/2" 1" 2-11 Embedment(in): 1-3/4" 1-314" 1-3 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 1-1/4" /4" 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4.75"Min.O.C./Standard or Offset /4"Clip(Fig:1&2): 390lbs 390lbs 450 lbs 890 lbs 310 lbs 6301bs 220 lbs I 870 lbs- 1644 Ibs 270 lbs 280 lbs 354Ibs. 746 Ibs 230 lbs 370 lbs 320 Ibs 580 4 Anchors @ 4.68"Min.O.C.I Standard(or Offset)Clip(Fig.3): 780lbs 780 lbs 900 lbs 1780 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 3232lbs 540 lbs 5601bs 708 lbs 1480 lbs 460 lbs' 740 Ibs 640 lbs 1160 8 Anchors @ 1.71"Min.O.C./Standard(or Offset)Clip(Fig.4): 1180 lbs 1400 lbs 1010 lbs 2595 lbs 940lbs 2520 lbs 810 lbs 3410 lbs NIA WA 940 Ibs WA 1065lbs 076lbs 1480 lbs 825 lbs 1970 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig,5): 760 lbs 7801bs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 fbs 1896lbs 540 lbs 560 lbs N/A 760 lbs 460 lbs 740 lbs 640 lbs 1160 8 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1560 lbs 1560 lbs 1360 lbs 3120 lbs 1240 Ibs 2520 lbs 880 fbs 3480 lbs 3792lbs 10801bs 11201bs N/A 1520 lbs 920 Ibs 1480 lbs 1280lbsl 2320 12 Anchors @ 15'Min.O.C./(2)2x5 Angle Clips/(Fig.7): 1650 lbs 2100 Ibs 1440 Ibs 3780 Ibs 1260 lbs 3780 Ibs 1200 Ibs 5100 Ibs N/A N/A 1320 lbs NIA 1500 Ibs 960 lbs 2220 Ibs 1140 Ibs 2880 4 Anchors @ 1.34"Min.O.C./U-Clip,into.125"Alum.(Fig.8).' N/A N/A WA NIA N/A WA WA N/A N/A WA WA WA WA N/A N/A WA N/, 8 Anchors @ 0.64"Min.O.C./U-Clip,into.125"Alum.(Fig.9): NIA WA WA NIA N/A NIA WA N/A WA I WA N/A WA WA NIA N/A N/A N/, 2 Anchors @ 4,68"Min.O.C./F-Gip(Fig.10): 390 Ibs 3901bs 450 Ibs 890 Ibs 3101bs 6301bs 220 lbs 870 Ibs 1616 fbs 270 ibs 280 Ibs 354 Ibs 7401bs 230 Ibs 370 Ibs 320 lbs- 580 4 Anchors @ 1.71 Min.-O.C,/F-Clip(Rg.111: 590 Ibs -700-lbs "5051bs 1298 lbs 470 lbs 1260 Ibs 405 lbs 1705 Ibs WA WA 470 lbs N/A 533Il s 330 Ibs 740 Ibs 413 lbs 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,t1RF Q- Ftrt IRF 1n- r=rrrr 1=44. TABLE 14A Mullion Ca ac' Table(Ibslft Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanrling mullions). 50 in 60.in 70 in 80 in 90 in 100 in 120 in Rectangular Trap(Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular TraplTnang. Rectangular Trap/Triang. Rectangular Traplfriang. Rectangular TrapfTdang. Rectan 1.26"x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Load x.125"Alum a. Z' Z7 Tube Mull � -, ow M ^ R m .; b A a a� a a 3 �° �i a )i° `�' a r,° °d `$ `� a a b° � �° �°►a 8 a c S ^ c ci 8 b° acp tp ry �p �p ry ry U C7 U U U V C7 U V v, o o o _ o o s . a o o o o g o o s o v �. _ � o o o .WE t a t 5 t 9 = c t 9 t '5 c 5 9 5 r 9 t t'9 _ t V1 f� U tl U 7 H U 3 y tl y U O' t7 ; O O' 7 u Q' V U C a y f7 d 7 V N 7 D da ��. dad � � do 2 � ��- 421n 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90A 526 134.6 411 '80.1 526 134.1 411 72.1 526 134.1 411 60A 526 134.1 411 61.5 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69:0 403 86.4 320 60.4 403 81.4 317 63.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.6 50.625 in 82.3 362 91.0 301 68.6 362 79.3 294 56.8 362 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 54In 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 50.8 250 33.9 •318 49.5 249 28.3 318 49.1 248 24.2 60 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 1 258 32.2 201 17.7 'J 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 66In 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 25.1 170 18.6 213 23.7 169 15.6 213 22.2 167 13.3 72In 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22,5 149 17.9 179 26.3 147 15.9 179 18.7 145 76 in 24.3 181 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 1 152 19.9 F 131 11 16.1 152 17.5 128 TABLE 14B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5116'Elco 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt Anchor Type:Capacity Ultracon Ultracon Ullracon+ Ultradon+ Ultracon Ultracon Ultracbn Ulttacon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-11T 1" 2=1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' Embedment(in): 1-3/4" 1.3/4" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-314" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1I4" 1-1/4' 4 Anchors @ 3"Min.O.C./(2)2x5.Angle Clips/(Fig.1): 7801bs 780 Ibs 680 Ibs 1560 Ibs 62D Ibs 1260 Ibs 440 Ibs 1740 Ibs 1 1896lbs 540 Ibs I 560 Ibs NIA 760 Ibs 460 Ibs 740 ibs 640 Ibs 1160 It TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Ot SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - -- - -_ - -- - -FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHE HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE FIGURES SHOW SUGGESTFn APPRf1XI1VIATF 14r)l G I nrrA-rinnrc TABLE 15A - - -- __. ---- - -e-�- -�_--- -- ----____-_---- --�_-' Mullion Capacity Table(IbsfR2) 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/Tdang. Rectangular Trapivang. Rectangular TraplVang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectanguiar Trapirvang. Rectangular Trap/Tdang• Rectang� 3.25"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin DEG.AL � ZI � � _ � U 'V .•. U V i) V 'V tl •V 'V.. b U r•+ 'O V.•. O U.. tl 'U.. 'Ci BAY MULL m m N lD m N m N (O R N t6 l9 m N R l9 m N m m m m N m lC a a N O 0. n a n a. a o ° o.o a C. C a`�i, a o a CL C is w �"�pp m m m m 10 m ° _ f0 G 10 _ m e 10 _ m G U U a U U v U U U U vti U V$ U U U U v U U V Uv U U U •� U U 't7 U U t� U U o G N C t o ° ` o o`• c ° ? oc 3 c` c'S o oc'S t•g o C o t 9 -° t 9 c _.� s 5 ca c - N o cr - N u a o a m n c aai a o y 9 a n y �. " w A U a �' m '" " w c w c a�i N c m c d m 5 5 -- - - c dr -¢ Q: -� - tx "�a dC c dr 0: c ¢LYE c ¢ c < 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 170.0 621 170.0 1240 170.0 521 1 00.0 1488 170.0 521 170.0 1 48 in 170.0 708 170.0 624 170.0 856 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417• 170.0 680 1522 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 170.0 661 103.1 1 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 167,0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 162.1 924 97.4 1218 146.1 913 83.6 1 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 160.2 1160 168,8 933 131.4 1150 153.0 914 116,8 1150 141.9 898 105.1 1150 134.2 885 87A 1150 126.7 871 75.1 1 z 66 in 170.0 974 170.0 789 152.4 1048 165.8 .881 130.6 1048 146.6 W4 114.3 1048 133.1 850 101.6 1048 123..4 839 91.4 1048 116.6 830 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 in 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 76 in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 760 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 65.4 750 65.7 605 46.2 750 59.4 594 39.6 90 in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40A 563 44.4 468 36A 563 40.9 462 30.0 563 36.2 452 25.8 1 96 in -59.4 495 61.1 443r26. 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 33.2 009 24.8 495 29.1 400 21.2 108in 41.7 391 42.6 353 391 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 III in 38.4 370 39.2 335 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 12D in 30.4 317 30.9 289 317 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 17.8 203 TABLE 156 Hollow CMU Substrata: 2.7k Concrete 3k Concrete 3.6k Conc. Anchor 3/16"Elco 114'Elco 3/16"DeWalt 1/4"DeWalt 5116"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 114"DeWalt Capacity AnchorType: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ulracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2' 1" 2-1/2" 1" 2-1/Z' 3-1/8" 1" 2-112" 1" 2-1/Z' 1" 2-1/2" 1" 2-1/2 Embedment(in): 1-3/4" 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" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4 2 Anchors @ 5"Min.O.C./(2)2x5 Angle Clips/(Fig.1): 390lbs 390 ibs 450 lbs 890 lbs 310 lbs 630 lbs 220 lbs 870lbs 1700 Ibs 270 ibs 2801bs 354 Ibs 740 Ibs 230165 370 Ibs 320 Ibs 580lb 4 Anchors @ 3.5"Min.O.C./(2)2x5 Angle Clips I(Fig.2): 780 lbs 780 lbs 790 ibs 1670 ibs 620 lbs 1260lbs 440 lies 1740 lbs 2525 lbs 540lbs 560 lbs N/A 1120lbs 460 ibs 740 lbs 640 lbs 116011 _ 6 Anchors @ 2.71"Min.O.C./(2)2x5 Angle Clips/(FIg.3), 1120 lbs 1120 lbs 958 lbs 2246 Ibs 930 lbs 1890 lbs 648lbs 2598 lbs 2254 lbs I N/A 840 ibs N/A 1059lbs 1 646 ibs 1110 lbs 879 lb s 167811 FIGURE 1: _ -- --- _--------- TABLE NOTES: - -- -_ - - 0 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 Ibslft2 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 Trap/Ttiang. Rectangular. Trap/Tdang. Rectangular TrapfPriang. Rectangular Trapffdang. Rectangular Trap/Tiang. Rectangular Trap/Tdang. RectanE 3.25"45 Loading Loading Loading Loading Loading Loading Lowing Loading Loading Loading Loading Loading Loading Loading Loadu DEG.AL z 27 � Z' - Z. _ S G c� v u u o & o v t� u 'ci 'v i� '%r u v t�BAY MULL G O,2 2 G..G a, d a R R l0 m 9 N m f0 lC N 9 m to t6 m l0 N N l0 N l0 m N W N N to Iv to m to to m m a �' CL n n.a m m e C m�. a a. o. n.� n n.� tv m /v cv to /v m m AS m m C m �''� iv c N V U C V v U_ U v U U 0 V U p V 0.0 V V v V U o U U.0 V U p V U p V U v U i a �'� _ y c=i 'b � N � � o N u � _ off' c o o u g 0. = .2 r' L� c i4' o t L ?ns`j �� S c o O O O O.� _ �. C L C C N C N L C C 7 CC CC,� CC,� .py r2 G Q Q.'. G ¢ G Q .�G --Q. IL' rL-� _ 3 N C 3 y O = y U U a C. C O �!Y tea- -� -0� Q!r �c �� �c .� a �a -Q� Q Qa i 42in 170.0 620 1 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 1 170.0 992 170.0 519 170.0 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 1 170.0 BSO 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 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 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 1.247 152.6 965 114.6 1247 144.3 952 95.0 1247 136.2 936 81.4 w 66 in 170.0 974 170.0 789 1 170.0 1169 170.0 903 148.4 1190 163.7 9.65 129.9 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 m 72in 161.E 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 98.9 807 67.3 1010 90.8 795 57.7 J 76in 137.4 906 143.6 792 114.5 906 122.0 775 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 78 in 127.1 861 132.5 754 105.9 861 112.5 738 90.8 861 98.6 725 79.4 851 88.5 713 70.6 861 81.0 703 63.6 861 75.4 694 53.0 861 68.1 681 45.4 90 in 82.7 646 85A 574 1 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 26in 68.2 568 70.1 508 56.8 568 59.1 499 48.7 568 51.4 491 42.6 568 45.8 483 37.9 568 41.4 476 34.1 568 38.1 470 28.4 568 33.4 459 24,3 108in. 47.9 449R4233 5 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 Ili in 44.1 4255 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 28.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 1201n 34.9 3641 29.1 364 29.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.'7 309 144in 20.2 253 16.8 253 17.1 230 TABLE 16B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5116"Elco 3116"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt Capacity 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" V 2-1/2" 1" 21/2" 1" 2-1/2" V 21/: Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-314' 1-3/4" 1-314" 1-3/4" 1-3/4" 2" 1-1/4" 1-114" 1-lX' 1-1/4" 1-1/4" 1-14' 1-1/4" 1-lh 2Anchors @ 5"Min_O.C./(2)2x5 Angle Clips/(Fig.1): 3901bs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630-Ibs 22016s 870lbs 1700 Ibs 270lbs 2801bs 354 Ibs 7401bs 2301bs 370 Ibs 3201bs 5801 4 Anchors @ 3.5"Min.O.C./(2)2x5 Angle Clips/(Fig,2): 780lbs 780 Ibs 790 Ibs 1670 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 2525 Ibs 5401bs 560 Ibs N/A 1120 b s 230 lbs 370 Ibs 320 Ibs 1160 80 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 25981bs 2254 Ibs N/A 840 Ibs N/A 1059lbs 646 Ibs 1110 Ibs 879 Ibs 1678 - 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, -_�_, 4-1.000"-1 --1 1.000" �-- •--� 1.000" �- -- 1.000" f-- -- 1.000" r-- 11 .125" „ 2.750 2.750"a!jl 25" 3.125"all 25 .125" .125" 2.000" 2.009' .125" -- -- - - .375 - 1"X 2"X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.75"X.375"MULLION V 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" •j-� f�--.125" ---I f--.125 II STANDARD CLIP 1 2X5 ANGLE CLIP 6063-T6 ALUM. 606$-T6 ALUM. 2.000 I X-SECTION 2.125„ U-CLIP 2.000" X-SECTION 1 1 6063-T6 ALUM. 125" .125" X-SECTION .125"1 I r� --i .740" F-- 5.500" CUT HERETO .375" 5.000" .375" - _CREATE F-CLIP,SEE MIN. r� 1 .375"MIN.- MIN; 3.125" DETAIL F,SHEET 4 _1 .338"MIN. F-------- -------� r--------------------- LI I I I I A A 1 U-CLIP A I- - - - -i ------� �.-------J 6063-T6ALUM. �- ----------- -----� 29, -4TOPVIEW 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.G. 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* 5.500" .375" ANCHOR HOLE Mull Dimension(sheet#) DIAMETER:ANCHOR- Mullion Std. Clip Offset Clip U-Clip---- ,A-`- .375" -.__ - - z------ ---MIN. " DIAMETER+1/16". MIN. V X2"X.125" (5) 66605 666113M 6661118M 666243M _--_--_-_i-_------.____ 1" X 2"X.376 (6) 666006 666114M 6661119M 666244M --j 1.000" -- --1 1.000" 1.062"-{ ; .063" .385" .062" j -�--{ .125" .062" .438" t All 4.0.00" .126' STANDARD CLIP 4.000" 4.000" 2 625" 2.000" 6063-T6 ALUM. 2.125"125' X-SECTIONU-E 6063-TI .125" .125" .125" X-SE, .031" L - -- .125„- .125' CENTER OF ANCH .375" •155 .375" DASHED BOUNDA ANCHOR O.0 HOLE DIAMEI 1"X 4"X.125" 1"X 4"X.375" 1"X 4"X.375" 5.500" MULLION MULLION 7T-MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. CUT HERETO „ 375" 3.126„ `� CREATE F-CLIP,SEEONLY ON 375 X-SECTION X-SECTION X-SECTION MIN j'DETAIL F,SHEET4 � 1.594' 1.250 I "FACTORY 1.594"- �� I .375" MULLED" r--------� I r--------I CEN VERSION I I I I I ANC i I I I I MUS I I I I THE I i i I BOU I I I I F SHE 2.875" - - - - FOR I i I i i ANC 3.250" 100100 3.94" I I �, F I DIST 3.250" I I I I I MAX ANC .1001, I I i I I I DIAN L---------1 I I --------J ANC .1001, 624" I DIAN L_ .820" 820" s f4" STANDARD CLIP U-CLIP 1.250".-- t.2501f- CENTER OF ANCHOR HOLE MUST'LIE 6063-T6 ALUM. 6063-T6 ALUM. --i .820" I-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"X 3.25"X.100" 1.25"X 3.25"X.624" MULLION MULLION 1.25"X 3.94"X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C 6005-T5 ALUM. 6005-T5 ALUM. MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Valu X-SECTION X-SECTTION 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1%16". X-SECTION F 3.1 G 1.1 2.661" - 3.469" 5.500" H 2.1 01.877.'r 375" I 3.11:377" 125' MIN. 375" F T G 0., H 2., - 1 W F 2.;.125" G 0.' 30° .125" 2.250" 1 I 1 1 I H 1.1 I I I H i I 3.; 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:OI 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 DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGE[ SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DE FENESTRATION DETAILS,PRODUCTS 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 MULL I 721'ON OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LENGTH 4 4 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD E -- 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. 1===j_R 1===41 IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERS NO,ANCHORS IN WINDOW SILL. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RI 3Z' 32^ --I MULL WIDTH (60 PSF)X( 636 LBS \=524.9 LBS OPENING WIDTH ` J (MAYBE,USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WII` 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"+721'+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-kSHEETS 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" SEE FENESTRATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUST PRODUCT'S ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNP APPROVAL THE 73"DIMENSION(35-1/2"+35-1/2"+2"=73"). j - ' ' 2)USE TABLE 128 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 `� L J — USING THE STANDARD CLIP WITH 6 3/16"ULTRACON ANCHORS AT-AN EDGE DISTANCE OF 2-1/2".GIVES AN ANC -SEE �-SEE. ( ) LENGTH DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 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 HORIz. MULLION TYPE COULD BE CHOSEN. MULLION 72 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2"=106".REFERENCING SHEET 26,THE CC-- USED.FROM TABLE 12A,SHEET 16 THE "X 4" .2 0" - _2 X 5 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 tjujmr .c ter.m .emu i.. EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TfrA I 1 I PW PW PW I I I SH/DH SHIDH SHIDH SH/DH I I I I I. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 I I I I SGD I I PW I j LOADING OF HORIZONTAL MULLION LOADI PW I I I PW PW / I I PW SHIDH SH/DH I SH/DH SH/DH I Q Q I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL O L MULLION II / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW PW L� I I LOADING OF(2)HORIZONTAL MULLIONS LOAD - I - I P HINGED - DOOR PW PW I - I I I 1,,L / �/ I PW