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Notice of Acceptance (3)
MIAMI-DADE o MIAMI-DADE COUNTY Ali •yPRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMICRESO1g, S WE R) Miami,FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION REVIEWED �O (786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) _ a 0 �.mia � midade-eov/economy PGT Industries,In'c. DODE uO�' PLrd vir��e® 1070 Technology Drive ST. LUCIE COUNTY North Venice,FL 34275 VBOCCI-2,10/21 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority i Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. . APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25; of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this,NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0630.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.20-0406.03 C. AMI�-DADE coUNTY Expiration Date: May 26,2026 `'' 08/20/2020 Approval Dater August 20,2020 Page 1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I . 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 manufacturer, signed and sealed by Anthony Lynn Miller, P.E. I B. TESTS 1. Testreports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h ` Edition (2014) and with FBC 0 Edition (2017), prepared by manufacturer, dated i 08/29/17, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL: CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-61h Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series i "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 04/14/16 and expiring on 05/26/21. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. I B. TESTS j 1. None: C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017) and with FBC 71 Edition (2020), prepared by manufacturer, dated 04/0,1/2020, signed and sealed by Anthony Lynn.Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC_th Edition (2017) and FBC-rh Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series " —L.M.I., approved on PGT" Clipped Extruded Aluminum Tube Mullion 11/09/17 and expiring on 05/26/21. I s I Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 ' E-2 �I li SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND-.SMALL- - MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS-SHCOINN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITIONTC 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 INSCRIBED ED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHEEI MULLIONS / _� SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. A-D,G,H; SHAPE SHEETS 2-A _ 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.THE 1.6 LOA_D DURATION-FACTOR WAS-USED-FOR"THE EV. 4R) PER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS E SEE DETAILS II / �I COMBINED5)USE THE HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRC SHEETS 2 4 I _ I ` I _ /_I I SEE DETAILS ANCHORAGE FORTHE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET A THRU G; ONLY TWO ADJACENT UNITS AT A TIME:WHEN USING THE DESIGN PRESSURE AND ANCH III I i J 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 SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTE REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443; ELCO ULTRACON,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. I 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. SEE DETAILS HORIZONTAL A D,G'H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDES MULL SHEETS 2-4 WIDTHIHE:IGHT 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/F-P FOR THE OPENING OPENING WIDTH---I I---HORIZ.MULL LENGTH- --I LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PF MULL 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR" OPENING 4)FIND THE THE MULLION TOSEN MULLION'S E LENGTH AND OPENING MULLION CAPACITY(LBS/F F)FROM TABLES 1A TF HEIGHT NING WIDTH OR HEIGHT(DEPENDING-IF THI_ OPENING MULL-.- - HORIZ.' VERT, MULLION CAPACITY(LBS/FTZ)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE HEIGHT LENGTH ~� MULL /� MULL STEP 1). LENGTH - - - fIl III 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) i I MULLION I ' I SEE SHEETS ---' EITHER THE 21-23 FOR HOLE .4 I STANDARD OR ° I' LOCATION$ ° ° OFFSET MULL v ° EDGE m o CLIP MAYBE I I DISTANCE v INSTALLED BY d v. i FOR WOOD I THIS METHOD, ° SCREWS 250"MAX FOR °° a ° v ALL MULLIONS d" ° °• v v d 4. a ° Id EXTERIOR v. d EDGE Q DISTANCE a FOR MASONRY v THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR EXTERIOR °d ' FIN-FRAMED v d WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME-TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-165 SEE TABLES 1B-18B DISTANCE D /L_�EOr7EIEND IS 7-- SEE TABLES EMBEDMI ENT SUCKSTRIP 1B-13B AND EMBEDMENT' ATTACHMENT _ s +: +' BY OTHERS. a'• . .t •a.•' SEE NOTE 1, 4• 4• a � SHEET 1. , •� .. .. . , .A- SIDE VIEW - FRONT VIEW DETAIL C: --{ AW MIN. MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) VARIES BUCKSTRIP I NOTCHED TO i PROVIDE I BUCKSTRIP CLEARANCE 1 FOR MULL I AND CLIP. I ATTACHMENT TOP VIEW --- ------ - -- --I--- ------ - - -- - --- -BY-OTHERS,---- - - -- SEE NOTE 1, - -� VARIES ------«� I SHEET 1. l 1 I MULLION 1 I I I I ' EITHER THE I d tl ° 1° 1 t I TYP.ANCHOR PER SUBS RATE, THE OFFSET CLIP IS c STANDARD OR I 1 Id' 1 RECOMMENDED FOR OFFSET MULL a I c ( I I I I SEE TABLES 16-136 CLIP MAY BE ° I I I I FIN-FRAMED ° d 1 I• 1 I 1 WINDOWS,BUT MAY INTERS INSTALLED BY a I I ° I d' EDGE DISTANCE ALSO BE USED FOR U-CLIP THIS METHOD, I I ° I FOR MASONRY OTHER FRAME TYPES. a ° v d I I 1 ANCHORS °• v .44 { ° I EXTERIOR °v ° a a I FRONT VIEW q a d 1 EDGE DISTANCE ° FOR MASONRY a d ANCHORS d a e ..d d Q ,. TYP.ANCHOR MULLK TYP.ANCHOR PER SUBSTRATE, 1 PER SUBSTRATE, SEE TABLES 18-1313 {STAND SEE TABLES 18-138 BUCKSTRIP STRUCTURE AND ATTACHMENT TYP-AN( BY OTHERS, ---' /`PER SUB - EMBEOrdENT' °• �a. SEE NOTE 1, ° , a. / SEE TAB SHEET 1. a -EDGE - �DISTANCE SEE TABLES MIN 2.7 KSI_CONCRETE OR CMll MIN 2.7 KSI CONCRETE OR CMU 1 B-138 ~� ` FRONT VIEW SIDE VIEW INCTAI 1 ATInN NnTFC- ----------- ---- DETAIL F: ----- -� DETAIL G - _ FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. MULLION ---- -- - - o O O O O O O SIDE VIEW TOP VIEW SHOWN WITH 1"X4"X.125 I MULLION I I EXTERIOR I 1 b I TYP,ANCHOR STANDARD MULLION CLIP I I PER SUBSTRATE, MODIFIED TO FIT FIELD I SEE TABLES 1B-14B Q CONDITIONS. I MULLION I I I I I I I I I 1 2"X5"X.125" I ANGLE CLIP, 2 PER MULLION END, j I ( MUST BE INSTALLED I I INSIDE OF MULL. I I i I �TYP.ANCHOR t PER SUBSTRATE, SEE TABLES 1B-136 INTO WOOL �{ STEEL,ALUI INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR IgCE O EDGElDIS pvAc pER --- ---®- - INTO WOOD,STEEL, ALUM,CMU OR MASONRY EDGE OH 0 DISTANCE PER TABLE 1A Mullion Capacity Table Ibsttt2 ----- - Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 In 1 80 in 90 in 100 in 120 in Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular TraplTdang. Rectani 1 X 2 X.'l25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum.Tube i✓ Z' ;; _ w _ 4 _ Mullion a , c a to a a 0 CL a ?ia as �n a `a c as B iin ` ca n`_a ii a nc c n n n m a n a a lO N A G f0 W G 10 (0 G N Cr W v 10 l7 R f0 (O l0 A Y6 G A N l0 N G (4 pv U 3 c� . n„ n Uv 0 ov o c`�-0 o Uv n Uv o ov a ov o ov r`� �v U ov n a (J _ O o G� o CO O .9 O a� O E- O iC O� C� O � C � D� O� O '�-' O+~ �� � � .�°c 7 C i_C =� G� t 7 O� ,_ � O� .c 7 C 7 t 7 L Q 7' t 7 y r L �7y' i F �, •C �, _ p' p _ - L 7 N V O• 7 , v y 7 N U 7 C C) 7 C W 7 d �C, N ,.� C N 7 CVC.. N C N dp.G QQG Q� �C Q 'LG Q 42In 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107,8 321 69.9.. 408 104A 319 62.1 408 104.0 319 65.9 408 104.0 319 46.6 408 104.0 319 39.9 48In 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 50.625 in 63.9 281 70.6 .234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 54 in 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39A 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 C 60in 38,4 200 41.2 170 32,0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19,2 200 25.9 157 16.0 200 25.0 156 J 63 in 33.1 181 35.3 155 27:6 181 30.3 152 23,7 181 26.9 149 20.7 181 24,5 146 18.4 181 22>8 144 16.6 181 21.7 143 3 66in 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23A 136 18.0 165 21.0 134 72in 22.2 139 23.3 120 18.6 139 19.9 118 15.9 139 17.5 116 76in 18.9 125 19.7 109 15.7 125 16.8 107 78 in 17.5 118 18.2 104 TABLE1B Substrate: 2.7ft Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3116"Elea 19'Elco 3/16"DeWalt 114"DeWalt 5/16"Elco 3/16"Elco IK'Elea 3116"DeWalt 114'DeWalt Capacity Anchor Type: Ultracon 41tracon lltracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(n): 1" 2-1/2' 1" 2-1/2" 1" 2-1/2" t440ibs 2-1/2" 3.1/8" 1`' 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-11, Embedment{in): 1-314" 1-314' 1-3/4" 1-314" 1-3x' 1-3/4' 1-3W 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4, 1-1/9 2 Anchors @ 4.75"Min.O.C.1 Standard or Offset Clip(Fig.1): 390 lbs 390 Ibs 450 Ibs 890 lbs 310Ibs 630 lbs 870 lbs %44 lbs 270 Ibs 2801bs 354 fbs 740 4bs 230 lbs 370 fbs 320lbs 580 11 4 Anchors @ 1.15"Min.0.C.1 Standard(or Offset)Clip(Fig.2): 480 lbs 700 Ibs N/A WA 320 lbs 1250 lbslbs WA N/A WA 380 Ibs N!A NIA N/A 740 lbs NIA NIP 4 Anchors @ 3"Min.O.C.I(2)2x5 Angle Clips I(Fig.$): 780lbs 780 Ibs 680 Ibs 1560 lbs 620 Ibs 1260lbs 174o Ibs 1896lbs 540Ibs 560Ibs WA 760Ibs 460 Ibs 740 Ibs 640Ibs 1160 2 Anchors @ 0,45"Min.Q.C.I U-Clip,Into.125"Alum.(Fig.4): NIA WA NIA WA NIA NIA NIA N/A WA WA N/A WA NIA N/A N/A N/A- I Anchor/F-Clip(Fig.5): 195 fbs 195 fbs 225 lbs 445lbs 155.lbs 315 lbs - _435 Ibs _ 822 Ibs -135 Ibs- 140 Ibs- 177.tbs 370 lbs- -115-Ibs 1851bs- 160 Ibs 29011-- 2Anchors @ 1.15"Mlti.O.C./F-Clip(Fig.6): 240 Ibs 350 Ibs N/A N/A 1601bs 630 lbs 1851bs WA WA WA 190 lb. WA 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 INFORMATI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)-LINEAR-INTERPOLATION BETWEEN-MULL-LENGTHS AND/OR-OPENING WIDTHS IS ALLOW, s FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR.EXACT DIMENSIONS,SE ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS.SHOWN ON TABLE 2A ----- -- ---`- Mullion Capacity Table Ibs/ftZ Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanrvng mullions) 50 in 60 in 70 in 80 in 90 In 100 in 120 In Rectangular TrapfTriang. Rectangular Trapf rriang. hLoa, gular Trapf rriang. Rectangular TrapfTriang. Rectangular TrapNang, Rectangular Traplydang, Rectangular TrapMang. Recta 7 x 2 x.375 Loading Loading Loading Loadinging Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa Alum.Tube : 4 Al � i; Z. i✓ Al �a 'ca .. o 'n .. o o ., 5 .. ' ' 'a 'a o n �,. + .. 'TiMullion fOc n `� a o c `b' �° o.`� n.`3 a c `8 c 'ka°a n n ian 5po. mme m me m mame c c4 ma m� (� (�� � �G C C�� Uv U C� v V v UU c U c U .Uo m c`3 `c4 U C`5 U v` dd c c t3 e 5 S� c ` o `o I` `o o Y c o ,a cQ aU � U Cr _-42-in--- -070.0 --620 170.0 435- 151.3 --662 170.-0 -478- "129.7- 6.62 -170.0 506 -113.5 662 169.5 518 -100.9 662 168.9 517 90.8 662 168.9 517 75.7 fi62 168.9 517 64.9 48 in 121.6 507 136.0 419 101.4 507 119.2 410 A6.9 507 108.7 403 76.0 507 1026 399 67.6 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 396 43A 50.625 in 103.7 456 114.6 379 06.4 456 99.9 371 74A 456 90.5 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 456 80.0 356 43.2 466 80.0 356 37.0 54in 85.4 400 93.3 336 71.2 400 60.9 328 61.0 400 72.7 322 63.4 4M 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 51.9 324 57.5 '270 44.5 324 51.2 264 36.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 22.2 m63 in 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.8 237 2919 294 37.1 234 26,9 294 35.2 232 22.4 294 33.5 230 19.2 J 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 19.5 268 28.0 210 16.7 7 72 in 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 168 22.5 225 25.6 185 20.0 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19..7 165 15.3 202 18.4 163 12.8 202 16.7 160 10.9 78 in 28.3 192 29.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 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 96 in 15.2 127 16.6 113 TABLE 20 - Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Eico 1/4"Elco 311G'OeWa(t 114"DeWalt 5h6"Elco 3116,Elco 114"Elco 3116'DeWalt 114"DeWal Capacity Anchor Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(In): 1" 2-1/2' 1" 2-1/2' 1" 2-112" 1" 1 2-11T 3-1/6' 1" 2-1/Z' 1" 2-1/Z' 1" 24/2' 1" 2= Embedment(In): 1-914" 13/4' 1-W 13I4" 13/4" 13/4" 13/4" I-W T 1-1/4" 1-1/4" 1-1h4" 14/4" 1-Im" 1-114" 1-114" 1-- 2 Anchors @ 4.75"Min.O.C.f Standard orOftset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 6301bs 2Z0 Ibs 8701bs 1644 Ibs 2701bs 280 lbs 3541bs 7401b5 230145 3701bs 3201bs 58C 4Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A NIA 320 Ibs 1260 Ibs. 370 Ibs NIA NIA NIA 380 Ibs NIA NIA N/A 740 Ibs N/A N 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Glps f(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1660 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 1896 Ibs 5401bs 5601bs N/A 760 Ibs 460 Ibs 740 Ibs 640 l bs 116 2 Anchors @ 0-45"Mln.O:C./U-Clip,Into.128'Alum.(Fig.4): WA WA NIA NIA N/A NIA NIA NIA NIA NIA NIA NIA NIA N/A N/A NIA N 1 Anchor F-CIIp.pg.5): 1951ts 195lbs 225 Ibs 4451bs 155lbs 3151bs 1101bs 435lbs 62214s 135lbs 140Ibs 177lbs 370lbs 115lbs 165lbs 1601ts 29C 2 Anchors @ 1.16"Min.O.CJ F-Cilp(Fig.6): 240 Ibs 350 Ibs N/A NIA 160 Ibs 630 Ibs 186 Ibs N/A NIA NIA 1 190 Ibs N/A WA 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 INFORIMIATI "-"- - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWF FIGURE 3: TABLE 3A --- " Mullion Capacity Table(Ibsfie) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-span ing.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 TraplVang. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectangular TrapMang, Rectangular Trap/Triang. Recta Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa, .375 Alum. Tube 4 �. 21 .. ,. E5 Mullion o y O FL. 2-0 a W a a sCeq a a^.+a a a n W/9•GN m FL a SG, � W UWW W Wl0 i 3 � Uo vv 3 09Q vv c`� G 9 C ' .d.. t. .W.. C N C � C �- � o `o. o pp C C `o G `o 2 o . c o . o oo O� li= o. o a c ii !� o. yy L 7 L•� 0 t 7 yy .0 a L ._ L•7 y t y .0 p7' _ y t _ .L•rJ _ `y .0 p7 y .CJ _ y .0 .O C t 7 C N 5 C Cr 7 C N 7 1] C y 7 C C N .p apt' ,Ly C 61 .p C •gyp G N ,p C W ,G C N ,p G Cr ~2G Q � PLC Q � .�v QD' rLG QIY .�C Q [r �G Q � �G Q� �GIL � w Q� ~L' C Q.d' G Q�__L�C .Q-D_'. --- -42in 170.0, 620 170.6 435 .170.0 744 170.0 478 V0.0 868- 170.0 -506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 148.7 1301 170.0 521 127.5 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 1-10.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 I 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 54in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 146.0 714 96:8 907 141.1 710 80.6 907 140.0 709 69.1 60in 141.1 735 151.5 625 117.6 735 130.3 611 100.6 735 116.0 599 68.2 735 106.2 590 78.4 736 99.5 583 70.6 735 95.1 578 58.8 735 91.8 574 50.4 63in 121.9 666 130.6. 570 101.E 666 111.5 557 87.0 666 90.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60,9 666 79.8 526 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 G 72in 81.6 510 85.8 443 68.0 510 73.0 434 58.3 510 64.3 426 51.9 510 57.9 419 45.4 510 53.3 4M 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 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 24.8 78 in 64.2 435 67.0 381 53.5 435 56.8 '373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 90 in 4.1.8 327 43,1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 26.7 271 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 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108 in 24.2 227 24.7 205 20.2 227 20.8 201 '17.3 227 18.0 198 15.1 227 16.0 195 III In 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 3116"Elco 114"Elco 3/16"DeWait 114"DeWalt 5/16"Elco 3/16"Elco 114"Elco 3/16"DeWall 114'DeWall Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/7' 1" 2-1/2" 1" 2-112" 3-119' 1" 2-112" 1" 2-1/7' T' 2-112" 1" 2-1. Embedment(in); 1-3/4" 1-314" 1-3/4" 1-3/4" 1-3/4" "K' 1-3/4" 1-3/4" 2" 1-1/4" 1414" 1414" 1-1/4" 1-IK' 1-114, 1-1/4" 1-1. 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 lbs 3901bs 450 lbs 890 lbs 310 lbs 630 lbs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354•lbs 740 lbs 230 lbs 1 370 lbs 320 lbs 680 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs NIA N/A 320 lbs 1260 lbs 370 lbs WA WA NIA 380 lbs N/A N/A N/A 740 Ibs N/A N/. 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 1660 lbs 620 lbs 12601bs 440 lbs 1740 lbs 1895lbs 540 lbs 560 lbs N/A 760 lbs 460 lbs 740 lbs 640 lbs. 1160 2 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): N/A N/A N/A N/A NIA N/A N/A N/A WA WA WA NIA NIA NIA N/A N/A Ni, 1 Anchor/F-Clip(Fig.5): 195lbs 195lbs 225 lbs 445lbs 155lbs 315lbs 110lbs 435 lbs 822 lbs 135 lbs 140 lbs 177lbs 370 lbs 115 lbs 185 lbs 160 lbs 290 2 Anchors @ 1.15'Min.O.C.!F-Clip(Fig.6): 240 lbs 350 lbs NIA NIA 160 lbs 630 lbs 185 lbs N/A WA NIA 190 lbs N/A NIA WA 370 lbs N/A N/, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHE FIGURE 1: FIGURE 2: TABLE NOTES: • 1)SEE SHEET 1 FOR.INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORM, TABLE 4A ---- --------_--- _-" Mullion Ca ac' Table(Ibslft) Opening Width(for vertically-spanning mullions)or Opening Height(for Wwrltally-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 TrapiTriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapf fang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectanf Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadu .660 Alum. Tube �' is s: _ ' .6 Z �.. •� � •ter.. � � .. � r; •e... � �„ � ter. � � s.. 5 ar, � � .. •� m m m m (n m (a m ro m ui (c m m m in m ca m p, a.Ig 0 a 2 a a.� a �°.` a a a a a. a m n �`� � n.•� n .� a. n..� �n o. Mullion (ti M G c0 N (a w^v to f0 W w C w w G w M M lC W G N N=i N lD C-' f0 IO G N I6 G (p 0-0 0 U U U U -8 U 0 -0 U U v U U v U U-0 U 0-0 U U.0 U 0.0 U 0 -0 U U v U 010 U U a U U v - O o O N G O C L7 0•^ O I^ CO p I!1 p(V iy C�^( C C(� 0 C t�i o G O.� C O.`0- O o L 7 _ '7 F _�3 .0 7 _ F 7 (C L 7 n"•� IC L 3 C•� Cti O' _ .�C GV N� 7 g G m j VS N 7 a V 7 C A) C N 7 C Of Q C U Of a C W 7 V N F V N F V[ 61 4) .Ly c ¢ c Q c ¢a c Q c Q a Q c Q c w Q�- �y. ¢r'tY �_c D!- 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.6 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 52! 158.7 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 1276 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 600 121.5 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 756 104.5 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 861 66.1 60 in 170.0 885 170.0 701 146.5 916 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 916 116.5 720 73.2 915 114.4 715 62.8 63 in 151.8 830 161.9 710 126.5 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 .670 64.4 830 104.6 062 75.9 030 99.4 656 63.3 630 94.6 649 54.2 aA 66in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.5 757 86.1 614 73.4 757 89.1 608 86.0 757 84.2 600 55.0 757 79.0 593 47.2 C J 72in 101.7 636 106.8 552 84.8 636 91.0 540 72.7 636 80.1 530 63.6 636 72.2 521 56.5 636 66.5 514 50.9 636 62.3 506 42.4 636 57.2 500 36.3 761n 86.5 571 90.4 498 72.1 571 78.8 488 61. 571 67.4 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0 451 30.9 781n 80.0 542 83.4 474 66.7 542 70.8 465 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 52.1 401 53.7 361 43.4 407 45.4 365 37.2 407 39.6 349 32.6 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 18.6 96in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 26.1 300 21.6 358 24.0 296 17.9 358 21.0 289 15.3 108in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 16.0 240 15.1 283 16.5 237 111 in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15.4 267 16.5 120 in 22.0 229 22.3 209 18.3 229 18.8 f 205 15.7 229 16.2 202 TABLE 4B Substrate: 2.7k Concrete 3k.Concrete 3.5k Cane. Hollow CMU Anchor Anchor Type: 3116'Elco l/4"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3116"Elco 114'Elco 3/16"DeWalt 114"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracoh Ultracon Ultracbn Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-11T 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-118" 1" 2-1/2" 1" 2-1/2" 1" 2-11T 1" 2-11, Embedment Qn): 1.3/4" 1-314" 1-314" 1-314" 1-314" 1-314" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/1 2 Anchors.@ 4.75"Min.O.C.I Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 lbs-. 8901bs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 16441bs 270 Ibs 280 Ibs 1 AN/A 230 lbs 370 Ibs 320 Ibs 580 II 4 Anchors @ 1.16'Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A WA 320 lbs 1260 Ibs 370 lbs N/A N/A NIA 380 IbsN/A 740 Ibs NIA NIA 4 Anchors @ 3"Min.O.G./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 lbs 680 Ibs 1660 Ibs 620 Ibs 1260 Ibs 440 lbs 1740 Ibs 1896lbs 540 Ibs 560 Ibss 460 lbs 740 Ibs 640 lbs 11601 2 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): NIA N/A N/A N/A NIA N/A NIA N/A N/A NIA N/A NIA NIA N/A NIA 1-Anchor/F-Clip(Fig.5): 195 Ibs 195 Ibs 225 Ibs 446 lbs 155 Ibs 315 Ibs '110 Ibs 435 Ibs 622 Ibs 135 Ibs 140 Ibs 115 14S 185 Ibs 160 lbs 29011 2 Anchors @ 1.15"Min.O.C,/F-Clip(Fig.6): 240 Ibs 350 Ibs N/A WA 160 Ibs 636 Ibs 185 Ibs N/A N/A NIA 190 IbsN/A 370 Ibs N/A N/A 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 Sl 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 LI slfta Opening Width(for ver6caliy-spanning mullions)or Opening Height(for hoftontally-spanning mullions) 50 in 60 in 70 in 80 In 90 In 100 in 120 in Rectangular Traprrnang. Rectangular TraplTriang. Rectangular TraplTdang. Rectangular Trap/Tnang. Rectangular Trap/Tsang. Rectangular Traplrnang. Reotangular Trap/Tnang. Rectan( 1"X 3.125"X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading - Loading Loads .500"Alum Z. i wCamc�L pcy ao>Y ao Co m m ' m A ._QCd �acc s a aa -=maaO cn sFTube Mull m co 0 m :. a'c Uo ame m m - a Um U 010 U U -p U U y U U U Uv U U U U-p U U.0 U Ua U v ii. cE p an � mc o �ov c Cr w 9 c 9 v CDa 4-AiomQ O �. 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 170.0 621 170.0 1408 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 167.7 1577 170.0 680 135.1 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 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 9W 111.0 1156 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 155.5 860 119.8 1049 141.7 846 106.5 1049 132.0 $36 95.9 1049 125,5 828 79.9 1049 119.3 820 68.5 m 66in 166.8 955 170.0 789 139.0 955. 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.8 765 83.4 855 106.4 757 69.5 955 99.8 749 59,6 C ro 72 in 128.5 803 134.9 697 107.0 803 1.14.9 662 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 -J 76 in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85A 605 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 579 46.5 721 59.4 569 39.0 78 in 101.0 684 105.4 599 84.2 684 69.4 587 72.2 684 78.4 576 63.1 684 70.4 667 56A 684 64.4 558 60.5 684 59.9 551 42.1 684 54.1 541 36.1 90In 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 32.9 514 37.3 421 27.4 514 33.0 412 23.5 96In 54.2 452 55.7 404 45.2 J 452 1 47.0 396 38.7 452 40.9 390 33.9 452 36A 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 365 1 19.4 108 in 38.1 357 38.9 322 31.7 357 32,7 317 27.2 357 28.4 312 23.8 357 25.2 308 21A 357 22.7 303' 19.0 357 20.8 299 15.9 357 1tl.0 293 13.6 Ill In 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 12.5 120in 27.7 289 28.2 263 23A 289 23.7 259 19.8 289 20.5 256 1.7.3 289 18.1 252 15A 289 16.3 249 13.9 1 289 14.9 246 11.6 289 12.8 240 9.9 TABLE 5B Substrate: 2.7k Concrete 3k Concrete '3.5k Conc. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3116,DeWalt 1/4"DeWalt 5116"Eico 3116"Elco 1/4"Eloo 3116"DeWalt 114"DeWalt Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracdn+ Ultracon'+ (lbs) Edge Distance(In): V 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' 3-118" 1" 2-1/2" 1" 2-11Z' 1" 2-1/2, 1" 2-1/, Embedment(in): 1-314" 1-3/4" 1-3/4" 1-314' 1-3/4" 1-3/4" 1-3/4" 1-314' 2" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 14/4" 1-1/4" 1-1/1 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 lbs 390 Ibs 450 lbs 690lbs 310lbs 6301bs 220 lbs 870 lbs 16441bs 270 lbs 280 Ibs 3541bs 740 Ibs 2301bs 3701bs 3201b6 580 L 4 Anchors @ 1.15"Min.O_C./Standard(or Offset)Gip(Fig:2): 480 lbs 700 lbs N/A WA 320lbs 1260 Ibs 370lbs NIA N/A NIA 380 Ibs N/A WA NIA 740 lbs NIA NIP 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 Ibs 680 lbs; 1560 lbs 620 ibs 1260 Ibs 440 Ibs 1740 lbs 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 lbs 640 Ibs 1160 3Anchors @ 0.45"Min.O.C./U-Clip,Into.125"Alum.(Rg.4): NIA WA N/A WA NIA NIA NIA N/A NIA WA NIA NIA WA N/A N/A N/A NIP 1 Anchor/F-Clip(Fig.5): 195 Ibs 195 lbs 225 lbs 445 lbs 155lbs 316 lbs; 110 lbs 4351bs 8221bs 135 lbs 140 lbs 1771bs 370 lbs 115 Ibs 185 Ibs 160 Ibs 29011 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 Ibs 350 lbs N/A WA 160lbs 630 Ibs 185lbs NIA NIA NIA 190 Ibs NIA NIA N/A 370 Ibs 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 61® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A - ~� Mullion Capacity Table(Ibslftz) 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/Triang. Rectangular Trap/Diang. Rectangular Trap/Tnang. Rectangular Trap/Trieng. Rectangular Trapfrriang. Rectangular Trap/Tdang. Re 1 x 4 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Alum.Tubealc0 ca`3 Gv c(O� Un10 _v aal0 •al0 � � •s _ n co c an_ n vo_ e co� _ o aam _ noma o�Np_� ov�° aoa_`o Vv1a1 U 'D k a UNaMullion a .SCL v W G aW Wa o 0 O o 0 3e^,Npy gi e oc imt r Er9 c _Q � .� G �G ¢ a I c a- c_ .Q_0 c%_ -cc 0: � Q D: � 4 K �c Q 42in 170.0 -620 170,0 435 170,0 744 -170.0 478 110.0 868 170.0 506 170.0 992 170.0 519 170,0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170,0 521 141 48 in 170,0 708 170,0 524 170.6 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 '170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 11' 50.625 in 170.0 747 170.0 563 170.0 896 170,0 631 170.0 1046 170.0 684 170.0 1195 170,0 723 156.1 1235 170.0 747 140.6 1235 170.0 766 117.1 1235 170.0 756 10I 64In 170,0 797 170.0 612 170.0 956 170.0 691 176.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1150 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 125A 1042 146.7 815 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 762 71 63 in 170.0 930 170.0 745 151.2. 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 64 66.in 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130,3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59 c 72 in 136.9 849 142.7 737 113.2 849 121,6 722 97.0 849 106,9 708 84.9 849 96.4 696 75.5 849 08.7 686 67.9 849 82.7 676 56.6 849 75.3 659 48 76 in 115,5 762 120.7 665 96,3 762 102.6 652 82.5 762 90.0 646 72.2 762 80.9 629 64.2 762 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, 63.4 583 44.5 724 57.3 573 38 90 in 69:6 543 71.8 483 58.0 543 60,7 474 49,7 543 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 K18.5357 39.5 446 29.0 543 34.9 436 24 96 in 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 32.0 395 23,9 478 28,1 386 20 108 in 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25,2 377 26.6 325 22.4 377 24.0 321 22.0 317 16.8 377 19.0 310 14 111in 37.1 357 37.8 323 30.9 357 31.8 318 26.6 357 27.6 313 23.2 357 24.4 309 20.6 357 22,0 305 20,1 301 15.4 357 17.4 294 120 in 29.3 366 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 306 t7,3 263 144 in 17.0 212 17.2 196 1 - I I I L TABLE 6B Substrate: 2.7k Concrete 3k Concrete 3,5k Cone. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3116'DeWalt 114"DeWait 5116"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"De' Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracr (Ibs) Edge Distance(in): 1" 2-1/7' 1" 2-112" 1" 2-112" 1" 1 2-1/2" 3.1/6" 1" 2-1/7 1" 2-112" 1" 2-1/2" 1" Embedment(in): 1-314" 1-3/4" 1-3K' 1-3/4" 1-3w, 1314" 1-314" 1-3/4" 2" 1-114" 1-114" 1-1/4" 1-1K' 1-1/4" 1-1/4" 1-1/4" 2 Anchors @ 4.75'Min.O.C./Standard or Offset Clip(Fig.1&2): 390 Ibs 390 Ibs 450 Ibs 890lbs 310 Ibs 630 Ibs 2201bs 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 Ibs 1410 Ibs 620 lbs 1260 lbs 420 Ibs 1720 Ibs 952 Ibs N/A 560 Ibs NIA 630 Ibs 390 Ibs 740 Ibs 510 Ibs 8 Anchors @ 1.15"Min,G.C./Standard(or Offset)Clip(Fig.4): 960 Ibs 1400 Ibs NIA WA 640 lbs 2520 Ibs 740 lbs NIA NIA N/A 760 Ibs NIA WA N/A 1480 Ibs N/A 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 760 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 lbs 440lbs 1740 lbs 1896lbs 640 Ibs 560 lbs WA 760 Ibs 460 lbs 740 Ibs 640 lbs 6 Anchors @ 3"Min.O.C./(2)2x5 Angie Clips/(Fig.6): 1170 Ibs 1170 Ibs 1020 We 2340 Ibs 930 Ibs 1890 Ibs 660 Ibs 2610 Ibs 2844 lbs 810 Ibs 840 Ibs WA 1140 Ibs 690 lbs 1110 Ibs 960 lbs 4 Anchors @ 0.46'Min.O,C./U-Clip,into.125"Alum.(Fig.7): WA N/A NIA N/A WA WA N/A NIA WA WA WA WA N/A NIA NIA N/A 2 Anchors @ 2.25"Min.O.C./F-Clip(Fig.Sr. 350 lbs 350 Ibs 290 Ibs 705 lbs WO lbs 630 Ibs 210 lbs 860 Ibs 476 Ibs WA 280 Ibs WA 315 Ibs 195 Ins 370 Ibs 2551bs - 4 Anchors @ 1.15"Min:O.Cd F-Clip(Fig.91: 480 Ibs 700 Ibs N/A N/A 1 320lbs J 1260 lbs 1 370 lbs N/A WA NIA 380 Ibs NIA WA NIA 740 ibs N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FI(111 IR1=Q• r=rr,r ipr=o• TABLE 7A - - - - -- ---- ------ - - - ---_- -- - ---�- ----_---------�--- - Mullion Capacity Table(Ibsift2) Opening Width(for vertically-spanning mullions)or Opening Height(for holizontally-spanning mullions) 50 in 60 in 70 in 80 in11 90 in 100 in 120 in 1 x 4 x.375 Rectangular Trapfrriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Traprrdang. Rectangular I Trap/TYiang. Rectangular Trap/Tdang. Rectangular Trap/Tdang, Rectai Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loac Alum.Tube &.,T.. w Z' _ it Z. _ Z_ � � Z' Z' Z' � Z' Z' -a � z S c ii na n n m ro m m m m m y m 3 N v' m m 8m `� m m m m m C m C N m Mullion �' a a� a c I°i a '8 a a na a c� a a n `�' a ar+ V ` t '7 .2L O L O L 7 O¢ L o •'C t•� O O O O•'� . O O 0` O U O 9 $ c m o " ��.2 ai 3� c �.2 " �� c c `= _� '� v _ � n v - as �� � � g a� ¢ � �� � a� g� ¢ 0: - - _ = 42in 170.0 620 -170.0 - 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 17b.0 1116 170.0 521 176.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0. 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 50.625in 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 170.0 756 156.0 54in 170.0 797 170.0 612 170.0 956 -- .6 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 1 170.0 856 159.9 1799 170.0 861 137.1 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 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302_ 170.0 940 170.0 1408 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1156 100J :15 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 128.6 1472 158.8 1130 107.1 1472 147.8 1108 91.6 01 m 72in 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.E 1320 128.6 1049 88.0 1320 117.0 1024 75.4 J 76in 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 a 78in 166.1 1124 170.0 967 138.4 1124 147.0 965 116.E 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 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 54A 844 61.4 693 45.0 844 54.2 678 38.6 96 in 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49:8 614 37.1 742 43.6 600 31.8 108 in 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 29.6 461 22.3 111 in 57.6 555 58.8 503 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 20.6 120 in 45.6 475 46.4 433 38.0 475 39.0 426 32.6 475 1 33.7 420 28.5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 144 in 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/1(Y"Elco 1/4"Elco 3/16"DeWalt 114"DeWalt 5116"Elco 3/16"El 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance pn): 1" 2-112" 1" 2-1/2" 1" 2-1/2" ;1-3/4!' M87Ofb. 3 1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/ Embedment(in): 1-3/4" 1-314" 1-314" 1-314, 1-3/4" 1-314" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/1 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1&2): 390 Ibs 390 Ibs 450 lbs 890 Ibs 310 Ibs 630 Ibs lbs1644 lbs 270 lbs 280 lbs 354 Ibs 740 lbs 230 lbs 370 lbs 320 lbs 5801 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.3): 700 Ibs 700lbs 580 lbs 1410 lbs 620 lbs 1260 U-1 420 lbs 1720 Ibs 952 lbs WA 560 lbs N/A 630 lbs 390 lbs 740 Ibs 510 lbs 1060 8 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.4): 960lbs 1400 lbs N/A NIA 640 lbs 2520 lbs 740 lbs N/A WA N/A 760 Ibs NIA NIA NIA 1480 lbs N/A W/ 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 lbs 780 lbs 660 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1895 Ibs 540 lbs 560 lbs WA 760 Ibs 460 lbs 740 lbs 640 lbs 1160 6 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips/(Fig.6): 1170 lbs 1170 Ibs 1020 lbs 2340 lbs 930 lbs 1890 lbs 660 lbs 2610lbs 2844 Ibs 810 lbs 840 lbs WA 1140 lbs 690 lbs 1 1110 Ibs 960 Ibs 1740 4 Anchors @ 0,45"Mln.O.C./U-Clip,into.125"Alum.(Fig.7): N/A WA WA NIA N/A N/A WA NIA WA WA WA N/A WA NIA N/A WA NU 2 Anchors @ 2.29'Min.O.C./F-Clip(Fig.8): 350 lbs 350 lbs 290lbs 705 lbs 310 lbs 630 lbs 210 Ibs 860 Ibs 1 476 lbs WA 280 Ibs WA 315lbs 1951bs 370 lbs 255 lbs 5301 - 4 Anchors @ 1.15"Min.O.C./F-Clip(Fig.9): 480 lbs 700 Ibs N/A N/A 320 lbs__ 1260 lbs 370 lbs I NIA I WA N/A 380 lbs WA WA NIA 740 Fibs WA N11 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - TABLE NOTES: F1GI IRF 1 FIGIIRF 9• FIGI IRF R. Mr-11 I=A• cirri ioc o. 171111 tnr_ 1)SEE SHEET 1 FOR INSTRUCTIONS ON I ISINC;THE TARI FC AhJr1 cWr-r-T 7c cno u.tt TABLE 8A ---- -` Mullion Capacity Table(ibsfft) 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 25„X Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapflriang. Rectangular TraplTdang. Rectangular Trap/iNang. Rectangular Trap/Triang. Rectangular Trap/Trlang. Recta Loading Loading Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loa 3.188"x 265"Alum � .. V- � ., � ., y �,.. � , c� o � .. � .. Tube Mull 3 c � a `$ a CL CL a n c o c Nc b° n� n `b' h n� n Wn. o. G W W G W � -a 0 � M � _ c� ro c� � a �_ o� r5 uti o c`� v o n o r, Va o c� v `tg a � ci C .� C D C O C G(�a ts C p G S r G C N G •�,. •W.. iV ti C j C L 7 t L ... t 7 .0 t 7 L L •- L ...CCC t J .0 7 '7 1Q •y�_.� y�yJ� d S1 <L' - 42In 170.0- 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170,0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48 in 170.0 708 170.0 624 170.0 $50 170.0 584 170:0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1648 170.0 680 132.7 60,625 in 170.0 747 170.0 563 170.0 896 170.0 631 1.70.0 1046 170.0 684 170.0 119.5 W0.0 723 170.0 1345 1.70.0 747 167.0 1468 170:0 756 139.2 1468 170.0 756 119.3 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 60 in 170,0 885 170,0 701 170.0 1063 170.0 797 118.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1111 156.8 1119 111,2 1151 150,0 112 92.7 1151 144.8 101 79A 63in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1061 155,9 862 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 66 in 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 $3.6 957 106.6 759 69.6 957 100.0 750 59.7 C 72 in 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 91.4 860 71.6 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 76 in 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 38.1 78 in 101.2 685 105.6 600 84.4 685 69.6 688 72.3 685 78.5 677 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 68.0 457 54.9 515 67.5 449 47.1 616 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 96in 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 M.0 391 33.9 453 36.4 365 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 108 in 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 19.1 358 20.8 300 15.9 358 18.0 293 III 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 $38 20.9 289 17.6 338 19.1 285 120 in 27.8 260 28.3 264 23.2 290 23.11 260 19.9 290 20.6 256 17.4 1 290 18.2 253 15.4 290 16.4 249 144 in 16.1 201 16.3 186 TABLE 8B Substrate: 2_7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor T 3116"Eloo IM'Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3116'Eloo 114"Elco 3/16"DeWalt 1/4"DeWalt Capacity Type; Ultracon Ultracon 01iracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1' 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/ Embedment(in): 1-3/4" 1-3/4" 1-3/4 1-314" 1-314" '1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-14' 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4.75"Min.O.C.I Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 lbs 220 Ibs 870 Ibs 16441 270 Ibs 2801 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 5801 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 4801bs 700 lbs WA WA 3201bs 12601bs 370 lbs NIA WA NIA 3801bs WA NIA NIA 740 Ibs N/A NI/ 4 Anchors @ 3"Min.O.C./(2)2x5 Angie Clips/(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1660 Ibs 620 Ibs 1260Ibs 440lbs 1740 lbs. 1896lbs 540 Ibs 660 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 4 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): WA WA N/A NIA N/A WA N/A WA NIA WA WA WA WA N/A N/A N/A N// 1 Anchor I F-Clip(Fig,5), 195 Ibs 195 ibs 225 Ibs 445 ibs 155lbs 315 Ibs 110 lbs 435 Ibs 822 Ibs 135 Ibs 140 Ibs 177 ibs 370 Ibs 11514s 185 Ibs 1601bs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 Ibs 350 Ibs N/A WA 160lbs 630 Ibs 1851bs WA WA MA 1901bs WA WA NIA 370 ibs NIA NY NOTE: FOR THE OFFSET CLIP, USE THE-SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: ___-___ FIGURE 2: - - TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR 11 M1 1 rNAnIhir-` QMM GHJGCTO n.w r_n '• TABLE 9A _ - -_ ___-- - - Mullion Capacity Table(lbslff) 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 140 1.25 x 3.25 Rectangular Trap/Triang, Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular Trap/Triong. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular Loading Loading Loading Loading Loading Loading Loading Loading- Loading Loading Loading Loading Loading Loading Loading x.100 Alum.Tube � it e T A. ' Y T T T z r .� '� '� '6 8 'F� 'r5 0,-. v•-, o ii Mullion sQ o �� o � G _ y as ao�c d� arr Z � d 2 � auc � � da � G ar -__ - --42 i� 170.0 -620 170.0 .,435 170.0 744 170.0 ,-476 170.0 868- 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 621 109.5 1118 48 in 170.0 708 170.0 524 170.0 850 170.0 584 167.E 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 170.0 747 170.0 563 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 76.4 927 54 in 170.0 797 170,0 612 154.6 869 170.0 691 132.5 869 153,9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 66.2 869 60in 143.2 746 153.8 634 119.4 746 '132.3 620 102.3 746 117'.8 608 89.5 746 107.8 599 79.6 746 101.0 592 71.6 746 96.6 587 59.7 746 93.3 583 51.2 746 63 in 123.7 677 132.0 579 103.1 677 113.2 566 88.4 677 100.4 555 77.3 677 91.4 546 68,7 677 85:2 539 61.9 677 81.0 634 61,6 677 77-0 529 44.2 677 17 C 66in 107.6 617 114.1 530 89.7 617 97.6 519 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 64A 483 38.4 - J c 72in 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 34.5 516 46.6 408 29.6 518 76 in 70.5 465 73.7 406 58.7 465 62.6 30 50.3 465 54.9 390 44.1 465 49.4 .384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 38.3, 367 25.2 465 78 in 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 60.6 372 40.8 441 45.4 366 36.2 441 41-6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 90 in 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 1- 332 96 in 35.0 291 35.9 260 29.1 291 30.3 266 25.0 291 26.4 252 21.9 291 23.6 248 19.4 291 21.3 244r 291 19.5 241 14.6 291 17.1 236 12.5 291 108 in 24.6 230 25.1 208 20.6 230 21.1 205 17.5 210 18.3 201 16.4 230 16.2 198 III in 22.6 218 23.1 197 18.9 218 19.4 194 16.2 218 16.8 191 14.1 218 14.9 188 120in 17.9 187 18.2 170 14.9 187 15.3 167 TABLE 9B Substrate: 2.7k Concrete 3k Concrete 3.5k Cono_ Hollow CMU Anchor 3116"Elco 114"Eloo 3116"DeWalt 1/4"DeWalt 5116"Eloo 3/16"Eloo 1/4"Eico 3116"DeWalt 1/4"DeWalt Capacity Anchor Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" V 2-1/2" 1" 2-1/2" V 2-1/2" 31/8" 1" 2-1/2" 1" 2-1/2" V 2-1/2" 1" 2-1/ Embedment(in): 1-314" 1-3/4" 1-3W 1-3/4" 1-3/4" 1-3/4' 1-3/4" 1-314" 2" 1-114' 1-114" 1-1/4" 1-1/4" 1414" 1-114'" 1-1/4" 1-11 2 Anchors @ 4.75"Min.O:C./Standard or Offset Clip(Fig.1): 390lbs 390 lbs 450 lbs 890 lbs 310 lbs 630 lbs; 220 Ibs 870 Ibs 16441bs 270 ibs 280 Ibs 3541bs 740 fbs 230 Ibs 3701bs 320 Ibs 580 I 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 NIA WA N/A 380 lbs WA NIA N/A 740 lbs N/A N// 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips/(Fig.3): 780lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740lbs 1896 lbs 540 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): N/A WA NIA NIA N/A NIA N/A NIA N/A WA NIA N/A NIA N/A N/A NIA N/) _ _ 1 Anchor/F-Clip(Fig.5): 195 lbs 195 lbs 225 lbs 445 lbs 155 lbs. 315 lbs 110 lbs 435 lbs 822 lbs 135 Ibs 140 Ibs 177 lbs 370 lbs 115 Ibs . 185 lbs 160 lbs 2901 2 Anchors @ 1.19'Min.O.C./F-Clip(Fig.6): 240 lbs 350 Ibs WA I WA 160 lbs 630 lbs 185 lbs N/A NIA WA 190lbs 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: ® 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(IbslEtZ) - - -- -- ----- - -- Opening Width(forvertically-spanning mullions)orOpening Height(Whoftortally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 1.25 x 325 Rectangular Trap/Triang. Rectangular Trap/rriang. Rectangular Trap/rriang. Rectangular Traprrdang. Rectangular Trapfrdang. Rectangular Trap/Trian . Rectangular Tra g g p/Triang. Rectangular x.saa Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading. Alum.Tube a T w r T w = A 3 r -o 'u 'o u 'o •� ;� •M •M .M .W .-D -W n o •-o.� `o •��. o -o.-, •o u�., -n 'i n •� -n •v Mullion W W N W W W 'N W W N A W W W N W W N W W N ,p W N W W N W W N W W N W W N W W N n ny n d� p, as q m,0 AG p- Co �c a na n as n dy p, nA D. n-O n na W W W W G W W G W ^v fU W Wv W W t0 W v W fp G �p W G (p W W W v W W v U U v U U v U U.-V U U U U v U U-D U U v U£'ttt!� U -o U U a U U U U-o U U y V U v 0 U v U 0-0 7 a C D 7 C D 7 a C D 7 N D O• O N V O' D L"N` V 4' O D U•0' Y Q G 7 V 7 C t d D 7 a D 7 G D 7 .O D .p 01 .7 a � A ao � G ac s a � � � e � � do CG a� do �ZG a4rr � G atr _a`� _ � �_ - � a� - - - - - - --- 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 506 170.0 992 170.0 519 170.0 1116 170.D 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 48in 170.0 708 170.0 524 170.0 860 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 50.625 in 170.0 747 170.0 663 170.0 896 170.0. 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170,0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 162.5 1677 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170A 1434 170.0 837 170.0 1594 170.0 856 156.4 1759 170.0 861 134.1 1759 60in 170,0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 . 1033 120.8 1511 170.0 1063 103.E 1611 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 1392 1370 170.0 1076 125.3 1370 164.0 1082 104A 1370 155.9 1072 89.5 1370 c66in 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 124E 158.6 1013 121.1 1248 147.1 1000 108:9 1248 139.0 989 90.8 1248 130.4 978 77.8 1248 J 72in 167.8 1049 170.0 878 139.9 1049 150.2 892 119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 109.7 848 83.9 1049 102.7 838 69.9 1049 94.3 625 59.9 1049 0 76in 142.7 941 149.1 622 118.9 941 126.8 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 06.5 767 69.6 941 T7.6 744 51.0 941 78in 132.0 894 137.E 783 110.0 894 116.9 767 94.3 894 102.4 753 82.6 894 91.9 740 73.3 894 84.1 73D 66.0 894 78.3 721 55,0 894 76.7 707 47.1 894 9Din $6.9 671 88.7 596 71.6 671 74.9 585 61.4 671 65.3 575 53.7 671 58.2 566 471 671 52.9 558 43.0 671 46.8 651 35.8 6.71 43.1 539 30.7 671 96 in 70.8 590 12.6 527 59,0 590 61A 518 50.6 590 53.4 509 44.3 690 47.5 502 39.3 590 43.0 494 35.4 590 39.6 488 29.6 590 34.7 4T7 25,3 690 108 in 49.7 466 50.8 421 41.4 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 111 in 45.6 441 46.7 4 1 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 1 30.2 378 310 339 26A 378 26.8 334 22.7 3,78 23.7 329 20.1 378 21.3 325 18.1 378 19.5 321 15.1 378 16.7 314 144 in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 TABLE10B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone.I Hollow CMU Anchor Anchor Type: 3/16"Eioo 114"Elco 3116"DeWalt 1/4"DeWalt 5116'Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2=1/2" 1" 2-1/2" 1" 2-1/2, 1" 2-112 3-1/8" 1" 2-112" 1" 2-1/2" 1" 2-112' 1" 2-1/ Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-3W 1-3/4" 1-3/4" 1-3/4" 1.3/4" 2" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-114" 2 Anchors @ 4,75"Min.O.C./Standard or Onset Clip(Fig.1): 390 Ibs 390 Ibs 450.lbs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 lbs 1644 lbs 270 lbs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 lbs 5801 4 Anchors @ 1.16'Min.O.C./Standard(or Onset)Clip(Fig.2): 480 Ibs 700 Ibs NA N/A 320 lbs 1260 lbs 370 lbs N/A N/A N/A 380 lbs N/A NA N/A 740 lbs NA Nh 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs N/A 760 lbs 460 lbs 740 lbs 640 lbs 1160 3 Anchors @ 0.54"Min.O.C./U-Gip,into.100"Alum.(Fig.4): N/A NA NA N/A NIA NA NA N/A WA N/A NA N/A N/A N/A N/A N/A NU 1 Anchor/F-Clip(Fig.5): 19bs 195 lbs 225 lbs 445 lbs 155lbs 915 lbs 110 lbs 435 lbs 822lbs 135 lbs 140 lbs 177lbs 370 lbs 115 lbs 185 lbs 160 lbs 2901 2 Anchors @ 1.15"Min.O.C./F 5 I -Clip(Fig.6): 240 Ibs 350 lbs I NA WA 160 lbs 630 Ibs 185 lbs NIA NIA NA 190 Ibs WA NA N/A 370 lbs N/A NI NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: - TABLE NOTES: S 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 1IA ---_ - -_------ Mullion Capacity Table pbsne) Opening Width(for vertically-spanning mullions)orOpening Height(forhoft6rdallyspanning mullions) 50 in 60 in 70 in 801,10 90 in 100 in 120 in 14( 1 25 x 3.94 Rectangular TraptTriang. Rectangular Trap/rdang. Rectangular Trap/Triang. Rectangular TrapfTriang. VReclaangular Trap/Triang. Rectangular 7rap/Tdang. Rectangular Trap/rriang. Rectangular Loading Loading Loading Loading Loading Loading Loading Loadingding Loading Loading Loading Loading Loading Loading X.624 Alum.Tube w A w r z r w y •� 'u o 'a v -u 'v r, -i-+ v v 'o 0 0 o W W N W W N W W N 1p W w W W q W W N W W N W W HW W W W N W W N W W b W W N W W y Mullion 00. a 0. 0.a 4 4A 0. 0. 0. Qp 0. 0.� 0.� R n a a a a W W G W W G W W G W W v t" W W W v W W r✓ W W G W W G W W G W W G W W G W W�..� W W�.� W W G U U v U U 9 U U v U V a U U-o U U•p U U v U U v U U v U U v U U a U U•o U U v U U y U U v c `o ii c o•L_' c `o,L_' e o L_ a $Q c 1y o c ty `0 0 e o L c i5•L° a `o°' a ii S .0 7 .s t t L 7 1 ,C .G 7 L .0 ` t 7 ' t .� w Q G CSV, o y c m 'u Q K � c _Q_C o _C vC�� o = u m 5 p rD a tCa, m C�C a c m m ¢�¢ a p v p Q Q' G Q K G Q(Y_ G -� G _ -(L' �,... ,_GL�_ L-..'_ Q_� g G _Q-�_-6_G- _a'- .G .•_r._Q_K-. - 42in 170.0 620-- 170,0 -435 170,0 744 170.0 '478 170.0 866 170.0 606 170.0 992 170.0 619 176.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 170,0 t735 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 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 64in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 17U 754 170.0 1275 170.0 003 170.0 1434 170.0 837 170.0 1594 170A 856 170.0 1913 170.0 861 170.0 2231 60in 170.0 885 170.0 701 17U 1063 170.0 797 170.0 1240 170.0 B78 170.0 1417 170.0 944 170.0 1594 17D.0 996 170-0 1771 170.0 103311 170.0 2125 170.0 1063 148.3 2163 63in 170.0 930 170.0 745 170-0 1116 170.0 850 170.0 1302 170.0 940 WU 1488 170.0 1016 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170A 1169 134.5 2060 pp 66in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 155E 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.E 1966 C m 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1468 179.0 1'126 170.0 1700 170.D 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 175.6 1734 155.9 1364 99,1 1734 J 0 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170-0 1209 147.4 1656 1652 1285 131.1 1556 151.5 1266 117.9 1556 1A1.3 1251 98.3 1556 128.3 1229 84.2 1556 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 '155.9 1477 169.3 1245 136.4 1477 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 so in 142.0 11`10 146.5 986 118.4 i110 123.9 9 88 101.5 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 59.2 111D 71.3 891 503 1110 96in 117.0 975 120.3 872 97.5 975 101.5 856 83.6 975 88.3 842 73.2 975 78.5 829 65.D 975 71.2 817 58.6 975 65.4 807 48.8 975 67A 789 41.8 975 108in 82.2 -171 84.0 696 68.5 771 70.7 686 58.7 771 61.3 674 51.4 771 54.3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 771 111 in 75.7 730 77.3 661 63.1 730 65.0 650 54A 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.5 730 35.6 600 27.0 730 120in 59.9 624 61.0 569 49.9 624 51.2 560 42.8 1 624 44.3 552 37.5 624 39.2 544 33-3 624 35.3 537 30.0 624 32.2 531 25.0 1 624 27.7 519 21.4 624 1 in 34.7 433 35.1 400 28.9 433 29A 395 24.6 433 25.4 390 21.7 433 22.4 385 19.3 433 20.0 381 17.3 433 18.2 376I d TABLE 11 B - Substrate: 2.7k Concrete 3k Concrete 3-5k Cone. Hollow CMU Anchor &16"Elco 114"Elco 3116'DeWalt 114"DeWalt 5/16"Elco 3116"Elco 114"Elco 3116"DeWalt' 114,DeWal Anchor Type Capacity Ullracon Ultracon Ultmcon+ Ultracont Ullracon Ullracon Ultracon Ultracon+ Ultracon+ pbs) Edge Distance pn): 1" 2-1/T 1" 2-1/2' 1" 2-112" 1" 2,-1/2" 3-1/8" V 21/2' 1" 1 2-1/2' 1" 1 2-1/2' 1" 2-1 Embedment(In): 1-314" 1314" 13/4" 1-WV 1.314" 1314" 1.3/4" 1-3/4" 2' '1 414" 1-1/4 1-1/4" 1-1/4" 1-114" 1-1/4" 1-114" 1.1 2 Anchors @ 4.75"Min.O,C,/Standard or Offset Cllp(Fig.1): 390 lbs 390 lbs 450 Ibs 890 lbs 310 lbs 630 lbs 220 lbs 870 lbs 1644 Ibs 270 lbs Z80 Ibs 35A Ibs 740 Ibs 230 Ibs 370 Ibs 3201bs 580 4Anchors @ I AT Mtn.O.C./Standard(or Offset)Clip(Fig.2y 480 Ibs 700 lbs N/A NIA 320 lbs 1260lbs 370 lbs N/A NIA NIA 380 lbs N/A NIA NIA 740 lbs NIA N. 4 Anchors @ 3"Mln.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 156D lbs; 620 lbs 1260lbs 440 lbs 1740 Ibs .18981bs 540 lbs 560 lbs N/A 760 lbs 460 Ibs 74010s 640lbs 1161 4 Anchors @ 0."'Min.O.C,I U-Clip,into.100"Alum.(Fig.4): )J/A NIA NIA N/A NIA NIA NIA NIA N/A NIA NIA N/A N/A NIA NIA NIA N, _ _ 1 Anchor/F-Clip(Flg.5y 195 Ibs 195 lbs 225 Ibs 445 lbs 155 IDS 315 Ibs 110 lbs 435 Ibs 822 Ibs 13510s 140 lbs 177 lbs 3701bs 115 lbs 185 Ibs 160 lbs 290 2Anchors @ 1.18'Min.O-CJ F-Clip(Flg_6y 240 lbs 350 Ibs N/A NIA 160 Ibs 630 lbs 185 Ibs NIA N/A NIA 190 lbs NIA N/A N/A 370 lbs 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 mkt,-n TABLE 12A - Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 inIT'angRoc;t.angula, 90 in 100 in NO -1488 20 in Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular TraplTriang. Rectangular Rectangular TrapITdang. Rectangular Trap(friang. r TrapITdang. Re 2 x 4 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading LoadingLoading IAlum.Tube _ i✓ _ VMullion U o ca v o 0 0C3 C3 u o ., o a o 000m m 0 mro ro m ro m m m m m ro m ro min m ro ro m r� ro m m m uro aa 0-2 a c�_' n CK a 90. c. ca as a a`�' a a_ an isc� ` 8i c`3 o cuMc`3 33a i � v c`5° go go �' o o � . _ _r 9 r 'S r 9 r _ r '5 x � � 5 c� �' �i c aa rCQQ �a �[Y --- -- - - - _42-in---170.0_ _620- -170.0--435 --170.0 ---744-- 170:0 -478- 170-0 --868 -170& -506- 170.0- 992- -170.0 -519- -170.-0- 1116 170.0 -521 170:0 1240 170:0 521t3 170.0 521 17( 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 17( 50.625 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 17( 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 170.0 837 170.0 1694 170.0 856 170.0 1913 170,0 861 17( 601n 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 17( 63 in 170.0 930 170.0 745 170.0 1116 170.0d$5170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1669 170.0 1122 170.0 2231 170.0 1169 16(66 in 170.0 974 170.0 789 170,0 1169 170.0170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170.0 1275 151c 72in 170.0 1063 170.0 878 170.0 1275 170.0 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2.184 170.0 1488 12� d 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 1.70.0 1794 170,0 1322 165.1 1960 170.0 1421 148.6 1960 170,0 1505 123.8 1960 161.E 1648 10E 3 � 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1461 183.1 1500 114.5 1861 147.3 1473 98 90 in 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.E 1147 74.5 1398 89.8 1122 63 96 in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 81.9 1229 69.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52 108in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 97i 77.2 849 64.7 971 68.4 837 57.5 971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37 III in 95.4 919 97.3 832 79.5 919 61.9 819 66.1 919 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 1201n 75.5 786 76.8 716 62.0 786 64.6 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9 786 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27 144in 43.7 546 44.2 504 36.4 546 37.0 498 31.2 546 31.9 491 27.3 546 28.2 485 24.3 546 25,3 '479 21.8 546 22.9 474 18.2 546 19.5 464 15 TABLE 12B Substrate: 27K Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3116"Elco W,Elco 311tr DeWait 1/4"DeWah 5/15'Elco 3/16"Elco 1/4"Elco 3116'DeVValt 114'De Capacity AnchorType Ultracon UOracon Ultracm+ Uliracon+ Ultracon Ultracon Ultracon Ultracon+ Ultrdc Pbs) Edge Distance(in): 1" 2-112" T. 2-1/2' 1" 2-1/2" 1" 1 2-11T 34/8" 1" 2-1/2' T' I 2-1/Z' 1" 2-112' 1" Embedment Qn): 1-W' 1.3I4" "14" 1-W 1-314" 1-3/4" 1-3/4" 1.3/4' . 2" 1-1/4" 1-114" 1-114" 1-114" 1-1/4" 14/4' 1-1/4" 2 Anchors @ 4.76"Min.O.C./Standard orOtfset Clip(Fig.1&2)', 390 lbs 390 lbs 450 lbs. 890 lbs 310 Ibs 630 Ibs 220 Ibs 870 lbs 1644 lbs 270 Ibs 280 lbs 354 Ibs 740 Ibis 230 Ills 3701bs 3201hs 4 Anchors @ 2,68"Min.O.C. Standard(or Offset)Clip(Fig.3).' 740 lbs 740 lbs 630 lbs 1485lbs 620 lbs 1260lbs 430 lbs 1730 lbs 1424 lbs N/A 5601bs N/A 695 lbs 425 lbs 740 lbs 575lbs 6Anchors @ 1.71"Min O.C./Standard(orOffset)Clip(Fig.4): 885lbs Iff06010 758 lbs 1946lbs 7051bs 1896lbs 6081bs 2558lbs NIA WA 705 lbs N/A 799lbs 506 lbs 1110 lbs 619lbs 4 Anchors @ 3"Min.O.C.1(2)2c5 Angle C11ps 1(19g.5): 780 lbs 78TIbs 680 lbs 1560 lbs 620 lbs 1260lbs 440 lbs. 1740 ibs 1896 lbs 540 Ibs 560 lbs NIA 760 lbs 460 lbs 740 lbs 6401bs -- 6 Anchors @ 3"Mln.O.C./(2)20 Angle Clips/(Fig.6): 1170 lbs, 1170 lbs 1020lbs 2340 lbs 9301bs 1890lbs 660 lbs 2610 lbs 2844.Ibs 8107bs 840 lbs. NIA 1140 lbs. 690 lbs; 1110 lbs 960lbs 3 Anchors @ 1.34"Min.O.C./U-Clip.Into,125"Alum.(Fig.7): N/A N/A N/A NIA N/A NIA WA NIA NIA WA N/A N/A NIA N/A WA N/A 6 Anchors @ 0.64"Min_O.C-/U-Clip,into.125"Alum.(Fig.8): NIA NIA NIA N/A NIA NIA WA NIA N/A NIA N/A NIA WA WA WA NIA 2 Anchors @ 2.68"Min_O.C./F-Clip(Flg.9): 370 Ibs 370 Ibs 315 ibs 743 Ibs 310 lbs 630 lbs 215 lbs 865lbs 712lbs NIA 280 lbs NIA 348 lbs 213 lbs; 370 lbs 288lbs 3Anchors,@ 1.71"Min.O.C./F-Clip.(Fig..1-' •443lbs- 526 lbs- 37916s 973lbs 353lbs 945lbs 304lbs' 1279lbs NIA WA 353lbs NIA 3991bs 253lbs 555lbs 309lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CI)CIRCLED VALUES ARE USED IN THE EXAMPLE OP FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 1---11- 7 ,0 11 110 (Q 11 11� I 911 TABLE NOTES: TABLE 13A -_------- -- - ------ Mullion Ca aic Table i tiler----`--- -� --- - Opening Width(for vertically-spanning mullions)or Opening Height(for hodzontally-spanning mullions) 50 in 60 in 70 in 80 in 80 in 100 in 1201nIL Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectant 2 x 6 X.25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum.Tube - - - � 9 � -- Z, 9 _ a �_ -all a s 5 MUIIIOn n 4A q a Np ti n�Np n n�NO W W N W W W N W W W W W N W l�9 W W W N to R. N W N tV0 n n.c a na n n� n na n na n a`�' n `� n as n ca n na n W W W W G W W v W W v W W+� W W=+ W W v W W:".. W W G W W^v W G W W G' W W G W W G W U U p U U O U _ U p U U O C) U p U U V U U O U U O U_ U v U _ U _ U o U_ U p U 0 -0 U .N O C N O C N is 9_ C N G 9 C O C O C O. C O t- L C C L C W C(�J .W.. C W C V _ iS 2 L L C t C X .G 7 C L L O t'� 0 L' 0 if= L'� O ,WC U V Q C7 Q tl V f] tS V U tS .t] U tS Ct �c Qtr Q � dry QrY �c Ma Qlr 'G Qa �c W � 'a c W �� e W `g c W �� ¢� �a Qtr �G Q� �c Q� NG �c QOC 42in 170.0 --620- -170.0 -435- 170.0 -744- 170.0 478 -170.0 868 176.0 506 170.0 902 170.0 519 170.0 1116 170.0 521 170.0 1240 170:0 521 170.0 1438 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 1 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 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 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 $03 170.0 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 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 1 170.0 1033 170.0 2125 170.0 1063 170.0 63 in 170.0 930 170.0 745 110.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1016 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 1 170.0 1169 170.0 c 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170,0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 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 1006 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 J 76 in 170.0 1 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 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170:0 2763' 170.0 1700 170.0 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 1 170.0 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 1822 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 136.6 2632 148A 2216 113.8 2632 128.4 2166 97.6 120 in 170.0 1771 170,0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 116.1 1915 90.1 2252 90.8 1872 77.2 1441n 125.1 1564 126.E 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69,5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 1564 56.0 1330 44.7 TABLE 13B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor T 3116'Elco 114"Elco 3116"DeWalt 1/4"DeWalt 5116'Elco 3/16"Elco 1/4"Eico 3116"DeWalt 1/4"DeWalt Capacity yam' 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" 3-1/8" 1" 2-l/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/ Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 1-314" 1-3/4" 1-314, 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1.114" 14/4" 1-11 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig>1&2): 390lbs 390lbs 450lbs 890 lbs 310 Ibs 6301bs 220 lbs 870 Ibs 1644 lbs 270 lbs 280 lbs; 1 354lbs 740 lbs 230 Ibs 370 lbs 320 lbs 580 4 Anchors @ 4.68"Min.O.C./Standard(or Offset)Clip(Fig.3): 780lbs 780 lbs 900 lbs 1780 lbs- 620 lbs 1260 lbs 440 lbs 1740 lbs 3232 lbs 640 lbs 560 Ibs 708lbs 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 940 lbs 2520 lbs 810 lbs 3410 lbs NIA N/A 940 lbs NA 1055 lbs; 6751bs 1480 lbs 825lbs 1970 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780lbs 780lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs, 1740 lbs 1896lbs 540 lbs 560 lbs NA 760 lbs 460 lbs 740 lbs 640 lbs 1160 8 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips/(Fig.6): 15W Ibs 1560 lbs 1360 ibs 3120 lbs 1240 lbs 2520 lbs 880 lbs 3480 Ibs 3792lbs 1080 lbs 1120 lbs N/A 152o lbs 920 Ibs 1480 lbs 1280 lbs 2320 12 Anchors @ 1.5"Min.O.C./(2)2x5 Angle Clips/(Fig.7): 1660 lbs 2100 lbs 1440 lbs 3780 Ibs 1260 lbs 3780 lbs 1200 lbs 5100 lbs NIA N/A MO lbs NA 1500 Ibs 960 Ibs 2220 Ibs 1140 Ibs 28 00 4Anchors @ 1.M'Min.O.C./U-Clip,into.125"Alum.(Fig.8). N/A NIA NA N/A N/A NA NA NIA NIA NA NA NA NA NlA NIA NA N/, 8 Anchors @ 9.64"Min.O.C.1 U-Clip,into.125"Alum.(Fig.9): N/A NA NIA N/A N/A NIA NA NIA NA NA NIA NA NA N/A N/A NA _ N, 2 Anchors @ 4.68"Min.O.C./F-Gip(Fig.10): 390 Ibs 390 ibs 450 ibs 890 Ibs 310 lbs' 639lbs �4405 0 Ibs 870 Ibs '1616Ibs 2701bs 280 Ibs 354 ibs 7401bs 230 Ibs 370 Ibs 320 Ibs 580 4 Anchors @-1.71"-Min.O.C./-F-Clip(Fig.11); 590 Ibs 700Ibs 5051bs" 1298 Ibs 470 lbs 1260 lbs lbs 1705 Ibs NA NA 470 Ibs NIA 5331hs 338 fbs 740 Ibs 413 Ibs 985 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD-CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURER: FIC,ItRF 9' Firi mi=in• Grrr roc 44. TABLE14A Mullion Capacity Table Ibslie) 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 Trapffiang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapfrriang. Rectangular Trap/Trlang. Rectan 1.26"x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load x.126"Alum '-2:1 � Fa i Tube MUII . . CL a i M nc� va E� RE •ao a .� .�a' S J.2 '�:�. •� �'.� �R' c �a R ci Uv v" _ .c'3 � � � � c� � � c`� cif ci ci o c`� � •� o � � ci � � � _ 8 � t°i c`�� c`� �v � cia ci _ ci � � .�dry d` � +� dc oc �o� do �o �o do°' a�a� � aw �o G dow �o^��. ag� a°•� � �� d'a5c " d g � � ,c zdaC 9 Ir ¢ •`gtr_ ��_�' r�,•g� oo br' 421n 144.2 526- 167.0 428 120.2 526 148.9 419 103.0 526 138:9 414 90.1 526- -134:6 --411 80.1 526 134.1 411 72.1 526 134.1 411 -60,1 526 134.1 411 51.5 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 34.5 50.625 in 82,3 362 91.0 301 68.6 362 79,3 294 58.8 362 71.9 289 51.5 362 67.2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 w 54 in 67.8 318 74.1 267 56.5 318 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 49A 248 24.2 d 60 in j 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 63 in 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 65 in 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 16.6 213 23.7 169 15,5 213 22.2 167 13.3 72 in 30.1 155 23.9 179 25.6 152 20,4 179 22,5 149L177.9 179 26..3 147 15.9 i79 18.7 145 76 in 25.4 140 20.3 161 21.6 137 17.4 161 �128 161 17.0 133 78 in 23.5 133 18.8 162 19.9 131 16.1 152 �1'�75 TABLE 14B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorT 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Eico 3116"DeWalt 1/4"DeWalt Capacity YPe Ultrecon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ulttacon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-112" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 12-1/Z Embedment(in): 1-3/4" 13/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-IM, 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4' 4 Anchors @ 3"Min.O.C./(2)2x5.Angle Clips/(Fig.1): 760 Ibs 7801bs 880lbs 1560lbs 620 Ibs 12601bs 440lbs 1896l 1740 Ibs bs 540 Ibs 560lbs N/A 760 Ibs 460 Ibs 740 Ibs 640lbs160 It TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Of - 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 SUGGFSTFD APPRnXIMATF r-,01 P 1 nrnTrnnlc TABLE 15A ---- - -- - --- - - --_---- _---_ --- ---- ----- - - Mullion Capacity Table(Ibs/RZ) 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 Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. [ReTctanular TraplTdang. Rectangular Trap Hang. Rectang� 3.25"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin DEG.AL A� � g � Z. i= _ u i5 c3 'n o IS '� 13 n o b ti BAY MULL W ca N m W N m N m m lO i�1 R{ S6 N 1p to R N m ro S{S A Nm 10 N a @ N R m N @ S n c..a o a n p c, C a a 0.�' n a o a�' n a s a a b n a G e m m e m m e m m a m m m c m m m n o a-a U o10 0 ob o 0-2 c� as v c3 q r� o s•g _.� r oa� t •� �� L•� o� �•� � L•� o� �•g or� � '� °� .c 9 _� .c o n is _ i o C "' c Cr '� c y o �r �' a�i c a n o air a c w o `6' t °a .c- `�' e d 3_c _ .�- -�.c�. _Q fC c .¢K. N c- �- -� a -�a a Q D- -�c OC r ¢t c Q Q c c tC �_c_ a 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1 48 in 170.0 708 170.0 624 170.0 85b 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 1346 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 1276 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 1216' 170.0 944 121.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1 63in 170.0 930 170.0 746 170.0 1116 170.0 860 150.2 1150 168.8 933 131A 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1 t 66in 170.0 974 170.0 789 152.4 1048 165.8 .881 130.6 1048 146.6 864 114.3 1048 133.1 860 101.6 1048 123,4 839 91.4 1048 116.6 830 76.2 1046 109.4 821 65.3 1 C 721n 140.8 880 '147.9 764 117.4 880 126.0 748 100,E 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 860 86.2 703 58.7 860 792 693 50.3 I m J 76In 119,7 790 125.1 690 99.8 790 106.4 676 85.6 790 93.3 663 74.8 790 83.9 662 66.5 790 76.9 643 59.9 790 71.7 635 4.0.9 790 65.1 624 42.8 5 E 78 in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 760 96.9 632 69.2 '750 77.1 621 61.5 -150 70.6 612 65.4 750 65.7 605 46.2 750 59A 594 39.6 90in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45A 563 48.9 415 40.1 563 44.4 468 36A 563 40.9 462 30.0 563 36.2 452 25.8 96 in 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 108in 41.7 391 42.6 353 34.8 391 35.9 346 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 i i 1 in 38.4 370 39.2 335 32.0 370 33.0 330 27.6 370 28.6 325 24.0 370 25.3 32 221.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 F120 in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 4 in 17.6 220 17.8 203 TABLE 15B Substrate; 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3/16"DeWalt 114"DeWalt 5/16"Eico 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Anchor-Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 1 2-1/2' 3-1/8" 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 21/2 Embedment(in): 1-3/4" 1-314' 1-3/4" 1-3K' 1-3/4" 1-3/4" 1-314" 1-3/4" 2" 1-114' 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4' 2Ancirors @ 5"Min.O.C./(2)2x5 Angle Clips/{Fig.1): 3901bs 39011xs 4501bs 8901bs 310 Ibs 6301bs 2201bs 870lbs 17001bs 2701bs 2801bs 3541bs 7401bs 230 Ibs 3701bs 3201bs 5801b 4 Anchors @ 35'Min,O.C.1(2)2x5 Angle CI[ps/(Fig.2); 780 Ibs 780 Ibs 790 lbs 1670lbs 620 Ibs 1260lbs 440lbs 1740 Ibs 2525lbs 540lbs 560lbs NIA 1120lbs 4601bs 740 Ibs 640 Ibs 116011 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 at 2596 Ibs I 2254 Ibs N/A 84011u N/A 10591bs 646 Ibs 1110 ibs 8791bs 1678 II FIGURE 1: TABLE NOTES: o © 1)SEE SHEET 1 FOR INSTRUCTIONS.ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 16A - _� - --�------ - Mullion Capacity Table IbsfRz -- __ -- --- - _- ---- -- - _ 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 TraplTriang. Rectangular Trap/Triang. Rectangular Trapflriang. Rectangular TraplTriang. Rectangular TraplTriang. Rectangular TraplTriang. Rectanc 3.25"45 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadir DEG.AL a ao.1v3 W W, N W 1p N VV aVii ViWi aG Z. VaW G�' UnW 4-� R V �3AY MULL o UaW Wa.GcN-� nVW UiWi UnW UoW Gn aco Q.a oa i n n a a o n a W W Wm ii U Uv W W G UW Uv U_ 0.0 U U U U U U U Ua U •��G '� '__H_ _V__•u_ C_ K �G . _ . � .0 O' U0_ Uc � U `V Cr V U c aQ Q t , n c W 2 CD 2Q I G Q _a_(1'._ .�G Q-� T2-G j 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 i 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 1 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 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 170.0 756 147.1 1552 170.0 756 126.1 54in 170.0 797 170.0 612 170.0 956 170.0 091 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 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 1 745 1 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 152.6 965 114.6 1247 144.3 952 95.0 1247 136.2 936 81.4 s 66in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 896 74.2 ar m 72 in 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 M 78 in 127.1 861 132.5 754 105.9 861 112.5 738 90.8 861 98.6 725 79.4 861 88.5 713 70.6 861 81.0 703 63.6 861 75.4 694 53.0 861 68.1 681 45.4 90in 82.7 646 85:4 574 1 66.9 646 1 72.1 564 59.1 646 62.9 554 51.7 648 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29,5 96in 66,2 568 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 24.3 108 in. 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28..6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 111'in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.6 425 26.2 362 22.1 425 24.0 368 18.4 425 20.7 350 15.8 1201 34.9 364 35.5 331 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-- 364 18.1 309 Win 20.2 253 20.4 233 16.8 253 17.9 230 TABLE 16B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorT 3/16"Eico 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Eldo 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity YPe Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2EP 1" 2-1/2" 1" 2-112" 1" 2-1/2" 31/8" 1" 2-1/2" 1" 21/2" 1" 2-1/2" 1" 21: Embedment(in): 1-3/4" 3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-114" 1-1/4"2 Anchors @ 5"Min.O.C./(2)W Angle Clips/(Fig.1): 390lbs 390 Ibs Ibs 890 Ibs 310 Ibs 6301bs7 220 lbs 8701bs 1700 lbs 270lbs 280 Ibs 354 Ibs 746 ItWs 230 lbs 370 Ibs 320 lbs 5801 4 Anchors @ 3.5"Min.O.C./(2)2x5 Angle Clips/(Fig,2):1 780lbs f 780 Ibs 795 Ibs 1670 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 2525 Ibs 540lbs 560 lbs N/A 1120 Ibs 460 Ibs 740 lbs 640 Ibs 1160 6 Anchors @ 2.71"Min.O.C./(2)2x5 Angle Clips/(Fig.3):1 1120 lbs 11120 lbs I 958 Ibs 2246 lbs 930 lbs 1890lbs 648 Ibs 2598 lbs 2254 Ibs NIA 840 Ibs N/A 1059lbs 646 lbs 1110 lbs 879 Ibs 1678 - FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25.FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, n% i lnfrn- . ..... . . _..- . . --- --- - - 1.000" 1.000" �-- --i 1.000" 1.000" f 11 .125" „ 2.750 2.750" .125" 3.125" .125 .125" .125" 2.009' 2.000" 125" -- -------- -- 375"_-- - 650 -- --- .500" 1"X 2"X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.75"X.375"MULLION 1"X 2.75"X.650"MULLION 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 STANDARD CLIP I 2X5 ANGLE CLIP 6063-T6 ALUM. „ 6063-T6 ALUM. 2.000U X-SECTION 2.125 U-CLIP 2.000" X-SECTION 6063-T6 ALUM. .125" 125" X-SECTION .740" 5.50V' 5 " 3.125 -{ CUT HERE TO 375" .000 .375" _CREATE F-CLIP,SEE MIN. .375 MIN. DETAIL F,SHEET 4 MIN. ,1 .338"MIN. r -------, r-------, r--------------------- 1 I I 1 1 A A I U-CLIP A I- - - - -i 6063-T6ALUM. �_ __--__- -� 2) TOPVIEW t 6 STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 6063 T6 ALUM, DASHED BOUNDARY.SEE SHEETS 5 18 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE:MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116". SHEETS 5-17 FOR.THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 5-17 FOR THE ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Part# - ANCHOR HOLE Mull Dimension(sheet#) 5.500" .375" DIAMETER:ANCHOR Mullion Std. Clip Offset Clip U-Clip- - A- .375" ____ __ _----MIN. - DIAMETER+1116". MIN.- M~ 1"X2"X.125" (5) 66605 666113M 6661118M 666243M ------------- 1"X2."X.375" (6) 666006 666114M 6661119M 666244M --j 1.000" 1.000" f- 1.062"� -- - ------ - - ----- ----- -- - --- .740„ - - - ------- - - .-06-3" .385" .062" III 125" .062" .438" 4.000" 4.000" 4.000" .125 STANDARD CLIP .126' 2 625" 2.000" 6063-T ALUM. 2.125" U-EX-SECTION 6063-TI .125" .125" .125" X-SE, 0 -3 J. 125' 1 DASHED BOUNDA .375" •155„ . CENTER OF ANCH 375" ANCHOR O.0 HOLE DIAMEI 1"X 4"X.125" 1"X 4"X.375" 1"X 4"X.375" 5.500" MULLION MULLION ,r,-MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. CUT HERETO 375" 3.126 -►j _CREATE F-CLIP,SEEONLY ON 375 X-SECTION X-SECTION X-SECTION MIN. j DETAIL F,SHEETd �. 1.594' 1.250 I "FACTORY 1.594" I 375" MULLED" f--------� I r---------I CEN VERSION I I I I I I I I I I ANC I MUS 1 I I I THE I I I I I 1 I BOU I I t I F SHE 2.875" I - - I - - I FOR I I I I I F ANC 3.250" 100 3 94" I I I I I I I DIST 100' 3.250" I i I I i MAX I I I I I I I ANC .1001, I I I I I DIAN L- -------� I I 1---------� ANC .100" ,624" I DIAN 820" .820" 6}4�� STANDARD CLIP U-CLIP 1.250"-- 1.250"-- CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. --I .820' 1-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"X 3.25"X.100" 1.25"X 3.25"X.624' SHEETS 10-17 FOR THE ANCHOR O.C.MULLION MULLION 1.25"X 3.94"X.624" TABLE C 6005-T5 ALUM. 6005-T5 ALUM. MULLION I I DISTANCE. A-N-CE-.-M-AX-IM-U�MII ANCHIOI R HOLE X-SECTION X-SECTION 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+11 16". IIII I I Dimension Val.0 X-SECTION F 3. I G 1.1 2.661" 5 3.469" 5.500" H 2.1 .125" 375" 1 3-] 1377"-"A " MIN. 375" F 3. G 0.' r--------� H 2, -_- I. 3.1 .125" G 0' 1. 30 125" 45' 2.250" i , 1 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 LERGTM IS 72"AND THE OPENING 1 -I RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE V 17 DESIGN PRESSURE OF+60.01-60.0 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 SUITABLEFOR 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 72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD EE 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' f- 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERA NO,ANCHORS IN WINDOWSILL. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RI 32" 3Z' MULL WIDTH (60 PSF)X( 636 LBS \ =524.9 LBS (MAY BE.USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH ` 72.7 PSF J THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WIC DESIGN PRESSURE OF+50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105"AND TH THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION TH EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE E SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=108",OPENING WIDTH=80")MEETS THE DE MULL WIDTH--I f-- SHEETS 2-3 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 3A2" S .SEEDETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUST SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERMP 2-4 THE 73"DIMENSION(35-1/2"+35-1/2"+2"=73"). j r- 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCR I VERTICAL I _ I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MULLION L SEE L J USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2".GIVES AN ANC 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 I MULLION TYPE COULD BE CHOSEN. MUULLLLIOON 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 2"X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY RE( DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SL SHEETS ln"nr EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRA I 1 I PW PW PW I ITZ, SH/DN SH/DH SH/DH )SHIDtH I I I I. I / / LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION i SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 / E:> I I I I SGD I I PW I j LOADING OF HORIZONTAL MULLION LOADI PW �/ I I I I I pw PW / I / / I PIN SH/DH SH/DH QSH/DH Q SH/DH I I I_ LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION Q I PW. PW I I LOADING OF(2)HORIZONTAL MULLIONS LOAD I - P HINGED I DOOR PW PW Ai I I I