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Home My WebLink AboutNOA; Series PGT Clipped Extruded Aluminium Tube MullionZ(, � -- �?b3 ��++ REVIEWED FOR CODE COMPLIANCE -DADE COUNTY PRODUCT SW 26 StrOet, Room 08 L SECTION ST. LUCIE COUNTY DEPARTMENT OF REGULATORY AND ECONOrVH4 � ES (RER) „ / Miami, FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION ��JJ V !'lf (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 0 www.miamidade.gov/economv PGT Industries, Inc. 1070 Technology Drive AUG 0 2 2021 North Venice, FL 34275 File Copy SCOPE: St. Lucie County - - Permitting This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tub_e_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. NTY �: y NOA No. 20-0406.03 MIAMI•DADE COU 08/20/2020 Expiration Date: May 26, 2026 Approval Date: August 20, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-5o' Edition (2014) and FBC-6" Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped' Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. z - 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. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6' Edition (2017) and with FBC 70' Edition (2020), prepared by manufacturer, dated 04/01/2020, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-W1 Edition (2017) and FBC-7` Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 11/09/17 and expiring on 05/26/21. G� Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.03 Expiration Date: May 26, 2026 Approval Date: August 20, 2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL MULLIONS / --� SEE DETAILS A-D,G,H; SHEETS 2-4 SEE DETAILS A THRU G SHEETS 2-4- I III II / III / II VERT. MULL LENGTH / III _III_ I 0 /SEE DETAILS HORIZONTAL A-D,G,H; MULL SHEETS 2.4 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH OPENING HEIGHT �y MULL LENGTH �---OPENING WIDTH ---I ARCHES TO BE INSCRIBED INSIDE SHAPE 1 SEE DETAILS A THRU G; SHEETS 2-4 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY CGI. [---HORIZ. MULL LENGTH ---I GENERAL NOTES, 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TC FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SIl EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OP MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTI 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANI HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHEI NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAI DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THI IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EM 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS B INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRO ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 2 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCH PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTEI REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GAT( 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIR .CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS AS FENESTRATION PRODUCTS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF T F. Y OPENING HEIGHT FOR HORIZ. VERT. MULL MULL LENGTH ---- - - INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE' REQUIREMENT (LBS/F P FOR THE OPENINC 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PF 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR"" 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/F-V) FROM TABLES 1A Th THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION CAPACITY (LBS/F P) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT ( RPPRFCFNTA THE %A/]Mnl OAn TRAAIAFFRRFtI Tfl T14F= CI IRATRATI= RV TWG AW-W(ll DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE v STANDARD OR e . OFFSET MULL o ' CLIP MAY BE INSTALLED BY d v THIS METHOD. ° a' j MULLION I I I I i SEE SHEETS 21-23 FOR HOLE I' LOCATIONS ° EDGE o 0 DISTANCE FOR WOOD / SCREWS L.256" MAX FOR ALL MULLIONS . v d e. d d a d d �v a.. v EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-16B AND . p ATTACHMENT �. BY OTHERS, a SEE NOTE 1, •' .° SHEET 1. . SIDE VIEW FRONT VIEW DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-16B EDGNEND DISTANCE SEE TABLES 1 B-13B EDGE DISTANCE FOR MASONRY ANCHORS EMBEDMENT D BUCKSTRIP\� NOTCHED TO PROVIDE I CLEARANCE I FOR MULL I CLIP. I I I I I I I I � TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-13B MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW INSTAI I ATIt7N Nf1TFC• DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) I I I I I ITYP.ANCHOR TPER SUBSTRATE, I SEE TABLES 1B-13B BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1 B-13B I EDGE (_DISTANCE I^t�SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1B-13B SIDE VIEW THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TOP VIEW VARIES-#-- -{ FRONT VIEW MULLIC S (STAND) TYP. ANC a SUB, / SEE TABI ALI 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. STANDARD MULLION CLIP /-MODIFIED TO FIT FIELD \ CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR 0 SIDE VIEW SHOWN WITH 1" X 4" X .125" MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B STANDARD CLIP TO BE MODIFIED IN -FIELD. INTO WOOD, STEEL, TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-14B 2" X 5" X .125" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. 1 EDGE DISTANCE PER ANCHOR INTO WOOL STEEL, ALUI OR MASONF TABLE 1 A Mullion Capacity Table Ibstle) Opening Width (forvertically-spanning mullions) or Opening Height (for horizontally -sparring mullions) 5o in 60 in 70 in 80 In 90 in 100 in 120 in Rectangular TrapIrdeng. Rectangular Traprrriang. Rectangular Trap/Tdang. Rectangular Traprrdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectani 1 x 2 X .125 Loading Loading Loading Loading Loading Loading Loading Loading Loading I Loading Loading Loading Loading Loading Loath, Alum. Tube a .. Mullion a a A a � a a n A v a 0 .� c. R a �, a s '$ o a 1O m y y a _ a 2 a a s n 1tla 0 CL CL S. a 0. a s ci ci 43G ci O ci v G ci ((.�� O ci C ci O ci v G (i O L) v C c� C N^ c`� O ci C ci v C ci C N ci v C c� C (V o L C (� L ci C ci v L ci C cici ci a ci 0 _ L 7C� L 7 G _ t '7 i� t 7S L 7 2 7�Cp ,C j 2 L 7 O C ,,d.. t O C .0 7 O .F t5 t 7 O o .0 J L 7 C �d.. .L -�.,. O L t •per O IC y �G C N Q{L 7 C N 7 a C iu 7 G iU C C OW' N 7 ,Np C W 7 CVC,� Oy' 7 `L• C 7 a C y 7 "LG C y a C y 7 C Oj 3 N Q� G Q a �G Q,OLv Q(r G Q R• �G Q� Q(r •�G Q� 42in 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107,8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 30.9 48In 74.9 312 83.8 268 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 60.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 :r 64in 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 414 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 m60 in 38,4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.6 163 24.0 200 28.9 160 21.3 200 2711 159 19.2 200 25.9 157 16.0 200 25.0 156 J 3 63 in 33.1 181 35.3 155 2T6 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 66 in 28.8 165 30.6 142 24.0 165 0.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72 in 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 78In 1 1.7.5 118 18.2 104 TABLE 1 B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Anchor Type: 3/16" Elco 1/4" Elco 3/16" DeWalt 114" DeWalt 5116" Elco 3/16" Elco 1/4" Elco 3116" DeWalt 1/4" DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance (n): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 'I" 2-112" 3.118" 14 2-112' 1" 2-11T 1" 2-1/2" 1" 2-1/: Embedment On): 1-314" 1-3/4" I-W 1-3/4" 1-3/4" V$K' 1-314" 1-314" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 14/4" 1-1/4" 1-17, 2 Anchors @ 4.75" Min. O.C.1 Standard or Offset Clip (Fig. 1): 390IN 390 IN 450 IN 890 IN 310IN 630 IN 220IN 870 IN 1644 IN 270 Ibs 280 IN 354 IN 740 IN 230 Ibs 370 IN 320 Ibs 5801 4 Anchors @ 1.15" Mln. O.C. / Standard (or Offset) Clip (Fig. 2): 480IN 700 IN WA NIA 320 IN 1260IN 370 IN WA WA WA 380 IN WA N/A NIA 740 IN NIA NIA 4 Anchors @ T Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 IN 780 IN 680 IN 1560 IN 820 IN 1266 IN 440 Ibs 1740 IN 1896 IN 640 IN 560 IN WA 760 IN 460 IN 740 IN 640 IN 1166 2 Anchors @ 0.45" Min. O.C. I U-Clip, Into .125" Alum. (Fig. 4): WA WA NIA WA WA NIA N/A WA NIA WA WA WA WA NIA NIA N/A NIA 1 Anchor / F-Clip (Fig. 5): 195 IN 195 IN 225 IN 445 IN 155.lbs 315 IN 110 lbs 435 Ibs 822 Ibs 135 Ibs 140 IN 177 IN 370 IN 115 IN 185 IN 160 IN 29011 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 Ibs 350 IN NIA N/A 160 IN 6M IN185IN WA WA WA 1 190 INWA WA NIA 370 Ibs N/A N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOW, 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 Ibslfe Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70In Bo in 90In 100 in 120 In 1 X 2 X .375 Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang, Loading Rectangular Loading Traprrdang. Loading Rectangular Loading Trap/Tdang. Loading Rectal Loaf Alum. Tube � 2. U Z� " Adx Z, r B. 2.1 U�v°' o Cr Ztl Zill Cr z - Z� Q 11 Z� c` Z' 2� c Z� Z, ' o v Z, _ � a` �o: 1.2Lv ci__ CL cis c 9xMullion ci_ cis no ' an`c tj Cr t_3_ 42In 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.5 1 662 1 169.5 518 100.9 662 168.9 517 90.8 662 168.9 517 75.7 662 168.9 517 64.9 48 in 121.6 507 136.0 419 101.4 507 119.2 410 .8.6.9 507 108.7 403 76.0 507 1026 399 67.6 507 99.6 397 60.8 607 99.0 396 50.7 507 99.0 396 43.4 50.625 in 103.7 456 114.6 379 06.4 456 99.9 371 74.1 456 90.5 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 456 80.0 356 43.2 456 80.0 356 37.0 54 in 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 400 61.8 313 30.5 60 in' 62.3 324 66.9 276 61.9 324 57.5 270 44.5 324 61.2 264 1 38.9 324 46.9 260 34.6 324 1 43.9 257 31.1 324 42.0 1 255 26.0 324 40.5 253 22.2 m 63 in 1 63.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.8 237 29,9 294 37.1 234 26,9 294 35.2 232 22.4 294 33.5 230 19.2 J 7 66 in 46.8 268 49.6 230 39.0 268 J 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 72 in 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 188 225 225 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 20.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 151 192 18.1 757 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 15.6 113 TABLE 26 Anchor Capacity Substrate: 27k Concrete 3k Concrete 3.5k Coll Hollow CMU Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWait Ultracon+ 114" DeWait Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 114" Etco Ultracon 3r16" DeWalt Ultracon+ 114' DeWal Ultracon+ (ibs) Edge Distance (in): 1" 21/2' 1" 2-1/2' 1" 2-1/2" 1" 2-1/2" 31/6" 1" 2-1/2' 1" 2-11T 1" 21/2' 1" 2-1 Embedment (in): 1-Wr 1.314' 1-3/4" 13/4" 13/4" 1314" 13/4" 1-/4" 2' 1-114" 1-1/4" 1-1/4" 1-1/4' 1-114" 11/4" 1-114" 1-1 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Its 390 ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 ibs 1644 Ibs 2701bs 260 Ibs 354lbs 740 ibs 230Ibs 370 lbs. 320lbs 580 4Anchors @ 1.15' Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs NIA NIA 320 Ibs 1260 lbs. 3701bs N/A N/p N/A 380 Ibs NIA NIA N/A 740 Ibs N/A N 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips /(Fig. 3): 780 Ibs 780 tbs 660 Ibs 1660 Ibs 620 Ibs 12601bs 440 Ibs 1740 Ibs 1896 Ibs 540lbs 5W Ibs N/A 760 Ibs 460lbs 740 Ibs 640lbs 115 2 Anchors @ 0.45" Min. O.C. / U-Cilp, into J25' Alran. (Fig. 4): NIA WA NIA NIA NIA NIA NIA NIA NIA NIA NIA N/A N/A NIA NIA NIA N i Anchor F Clip (Fig. 5): 195 Ibs 195 IDS 225 Ibs 445 Its 155 ibs 315 Ibs 110 Ibs 4351bs 822 Ibs 1351bs 140 Ibs 1771bs 370 Ibs 115lbs 185 ibs 160Ibs 290 2 Anchors @ 1.15" Min. O.CJ F-Clip (Fig. 6): 240 Ibs 350 Ibs N/A NIA 160 Ibs 630 Ibs 185 Its N/A NIA N/A 190 Ibs N/A NIA NIA 370 Ibs NIA f� 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 ALLOWF FIGURE 3: TABLE 3A Mullion Capacity Table (lbstfe) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 X 2.75 x Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trip/Mang. Rectangular Trapi'Mang. Rectangular Trap/"Mang. Rectangular Trapa"ang, Rectangular Trap/Tdang, Recta .375 Alum. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa Tube r ;; Mullion n m °� � m c n m R .Q c i m ii a m c a g� c n a s o o a o _ n H a n yo o w n a io a " y �. a tu y o.� m R. �' a �°. m � l;°. m C is m m w me m m c m m 1pn fp lQa a .c o, _ ' C n o o ou 2C '0v1 � o 'Tn� IS y n m° ' QK 2 Cx � _ � c atr 9Srr ' a �� Q 20 ¢ 42 in 170,0 620 170.0 435 170.0 744 170.0 478 170.0 868 170,0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1307 170,0 521 127.5 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 161.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 664 146.8 1032 170.0 723 130.6 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 54 in 170.0 797 170,0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 146.0 714 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 1 100.61 735 1 116.0 599 88.2 1 735 106,2 590 1 78.4 735 99.5 583 70.6 735 96.1 578 58.8 735 91.8 574 60.4 63 in 121.9 666 130.0 570 101.6 666 111.5 457 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 668 526 79.8 50.8 666 75.8 521 43.5 66in 106.0 607 112.4 522 88.3 607 96.1 611 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 J 72 in 81.6 610 85.8 443 68.0 510 73.0 434 58.3 510 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 60.0 408 34.0 510 45.9 402 29.2 76 in 69.4 458 72.5 400 57.8 458 61.7 392 49.6 458 54.1 385 43.4 458 46.6 378 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 90ih 41.8 327 43.1 290 34.8 327 30.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 282 14.9 96in 34.4 287 35A 267 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 108in 24.2 227 24.7 205 20.2 227 20.8 201 17.3.227 18.0 198 15.1 7 16.0 195 111in 22.3 215 22.7 194 18.6 216 19.1 191 15.9 215 16.6 188 120 in 17.6 184 17.9 167 TABLE 313 Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Capacity Anchor Type: Yam' 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16' DeWalt Ultracon+ 114' DeWail Ultracon+ (lbs) Edge Distance (in): Embedment(In): 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angie Clips / (Fig. 3): 2 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): i Anchor / F-Clip (Fig. 5): 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6)-1 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR 1" 1-3/4" 390 lbs; 480 lbs; 780 -lbs WA 195 lbs 240 lbs PATTERN 2-112" 1-3/4" 390 Ibs 700 lbs 780 lbs WA 195 lbs 350 lbs 1" 1-3/4" 450 lbs NIA 680 lbs N/A 225 lbs N/A AND ANCHOR 2-1/2" 1-3/4" 890 Ibs NIA 1560 lbs N/A 445 lbs WA 1" 1-39' 310 Ibs 320 lbs 620 lbs WA 155 lbs 160 lbs VALUES 2-1/2 1-3/4" 630 lbs 1260 lbs 126Q lbs NIA 315 lbs. 630 lbs AS THE 1" 1-314" 220 lbs 370 lbs 440 lbs N/A 110 lbs 185 lbs STANDARD 1 2-1/2" 1-3/4" 870 lbs WA 1740 lbs NIA 435 lbs N/A CI IP 3-1/8" 2" 1644 lbs WA 1896 lbs WA 822 lbs WA 1" 1-114" 270 lbs WA 540 lbs WA 135 lbs WA 2-1/2" 1-1/4" 280 lbs 380 lbs 560 lbs NIA 140 lbs 190 lbs 1" 14/4" 354• lbs WA NIA WA 177 lbs NIA 2-112" 1-1/4" 740 lbs WA 760 lbs WA 370 lbs WA 1" 1-114" 230 lbs N/A 460 lbs N/A 115 lbs NIA 2-112" 1-114, 370 lbs 740 lbs 740 lbs 1" 1-1/4" 320 lbs N/A 2-1 1-1 580 Ni 640 Ibs 116t N/A N/A N/ 185 lbs 370 lbs 160 lbs NIA 290 N/ FIGURE 1: FIGURE 2: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHE TABLE NOTES: 1) SEE SHEET 1 FOR. INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORM CFt= QL4=7C 7_A CnE) l2Cf0CDA1 MICTAI 1 A"^Kl Rfi=L-lnnO TABLE 4A Mullion Capacity Table Ibs1Rz Opening Width (for vertically-spanrung mullions) or Opening Height (for horizontally-spannirig mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 x 2.75 x Rectangular Trap/1Yiang, Rectangular TraplTdang. Rectangular 1 ap/Trfang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapril iang. Rectangular Trap/Tdang. Rectan Alum. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load .650 Tube - Q - 0 - 0 � s k s � ca s s a � a Mullion m o C- N a N a W G a C G m l0 In (a y m e l0 m _ l0 n G U N a N c ii 0- �° CL � n i� � m O. � _ m m `d � m G _ a 4 s9 m O. _ m O. co 4 coy L1 .� ca d m y 4 A `G U C U V G N U �p U U o U U 9 m U C N U m U C U .0 U _ U �� 1O C t0 G W v° C' N �y �y G {p m G �.• (p {p G C _ V C O _N U O' G J- 7 G IC L O O t O _ L 7 (yy 0 t= t 7 C t pr�`1 Ca G c9 O. G o� O O O t� O o ._ N O G m 7 G m 3 .G 'L G d m Q' C�� y QL y C 7 C y tl S _ Vl LCl ' _C f=7 N Q G Q � G �� .O ScG ¢IY' rdG Q � �G Q ri n,yp � 42in j 170.0 620 170.0 435 170.0 744 170.0 478 1 170.0 868 170.0 506 170.0 992 170.0 619 170.6 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.01 521 158.7 48in 170.0 708 170.0 524 170.0 850 170.0 584 1 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 176.0 1417 170.0 680 141.7 1417 170.0 680 121.5 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 86.1 60in 170.0 885 170.0 701 146.5 915 162.$ 761 125.5 916 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 716 62.8 63 in 151.8 830 161.9 710 126.5 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 . 670 84.4 830 104.6 662 75.9 630 99.4 666 63.3 830 94.5 649 54.2 s C 66 in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.5 757 96.1 614 73.4 757 89.1 606 66.0 757 84.2 600 55.0 757 79.0 gM 593 47.2 �j 72in 101.7 638 106.8 552 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 62.3 508 42.4 636 57.2 500 36.3 76 in 86.5 571 90.4 498 72.1 671 76.8 468 61. 571 67.4 479 64.1 571 60.6 471 48.0 571 65.6 464 43.2 571 51.8 459 36.0 571 47.0 461 30.9 781n 80.0 542 83.4 474 66.7 542 70.8 46.5 57.1 5d2 62.1 456 50.0 642 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 901n 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 18.6 96 in 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 21.5 358 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 18:0 240 . 16.1 283 16.5 237 ill In 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 1 17.3 267 18.3 231 15.4 267 16.5 228 120 in 22.0 228 22.3 209 18.3 229 18.8 205 15.7 228 16.2 202 TABLE 4B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Capacity Anchor Type: Yt� 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 1!4" DeWalt Ultracon+ 5116" Elco Ultracoh 3116" Elco Ullracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 114' DeWalt Ultracon+ (Ibs) Edge Distance (in): 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-112" 3-1/8" 1" 21/2" 1" 2-1/T 1" 2-11T 1" 211 Embedment (in): 1.3/4" 1-14" 1-314" 1-314" 1-3/4" 1-3/4" 1-314" 1-314" 2' 1-114, 1-1/4" 1-114" 1-114" 2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1): 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 4 Anchors @ 3" Min. O.C. / (2) W Angle Clips / (Fig. 3): 390 lbs 480 lbs; 780 lbs 390 lbs 700 lbs 780 lbs 450 lbs-.8901bs N/A 680 lbs WA 1560 lbs 310 lbs 320 lbs 620 lbs 630 lbs 1260 lbs 1260 lbs 220lbs 370 lbs; 440 lbs 870 lbs N/A 1740 lbs 1644lbs WA 1896 lbs 270 lbs; N/A 540 lbs 280 lbs 380 lbs 560 lbs 354 lbs NIA N/A 740 lbs N/A 760 lbs 230 lbs N/A 460 lbs 370 lbs 740 lbs 740 lbs 320 lbs N/A 640 lbs 580 I NU 1160 2 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): WA NIA N/A WA N/A NIA N/A WA WA N/A N/A WA N/A NIA NIA NIA NU1 Anchor / F-Clip (Fig. 5): 195 lb. 195 lbs 225 lbs 445 lbs 155 lbs 315 lbs '110 lbs 435 lbs 822 Ibs 135lbs 140 lbs ' 77 lb. 370 Ibs 115 lbs 185 lbs 160 lbs 290 I 2Anchors @ 1.15" Min. O.C:/ F-Clip (Fig. 6): NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR 240 lbs 350 lbs PATTERN N/A WA 160lbs 630 lbs 1 185lbs I AND ANCHOR VALUES AS THE RTANnAQn N/A I WA NIA 1 190 lbs; NIA WA N/A 1 370-1 (-1 113 ,Omar-. FIGURE 1: FIGURE 2: ,CIRCLED VALUES ARE USED IN THE EXAMPLE ON S TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIC SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 5A Mullion Capacitr Table Ibs/lta Opening Width (for vertically -spanning miAlions) or Opening Height (for horizontally-spanding mullions) 50 in 60 in 70 in 80 in 90In 100 in 1 120 in 1" X 3.125" X Rectangular Loading TraplTriang. Loading Rectangular Loading Tmp/Tdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectanl Loa& .500" Alum Tube Mull is a 75 �G o^ c Li Cr C m 4� o W = y o �LG _ c `�' C t j V O' c m as o O 2 �A R.2oy o %a- .0 7 U Cr c m at'r a U_ O C '2 �' U y G L C1 P c m �� a U O (C� C '^ _ yp TL ^.. a s U v O L 7 C7 Q C d` o a U G C �v z Ws c. = U o O L V V Q� a W a W U C C dr,'G 0^ a` W v U v O. ,_ ii C' m drr W a W U W (C� C 'y �� M^ c. �' W G U p O ,C 7 fi CT c m aoc R n W U C C 41 7� �� ^ a '� W G U o O .G 7 t7 Q C m ¢r- W a W U W (C� C y �a 2G 013 c W G U o O. L a V Cr c m aps .W a W t) _ C C 7 2G a s W G U v O .3 L C7 C C m a� a W U G C y �,p :1 3: W^ n W G U v '� L 7 c1 O' m d� Z. a W U C y �a r� � "y a G U v 'E t 7 CrC m � Z, R a W U C y =,p n., 2-1 "y W G U v O L G7 iT m d`� U C C �,� �G 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 50.625 ih 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1.70.0 756 141.7 1495 170.0 756 121.5 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 60In 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1168 170.0 878 138.7 1158 167.0 928 123.3 1166 166.5 917 111.0 1156 149.7 910 92.5 1156 144.5 903 79.3 t 63 in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 132.0 836 95.9 1049r78.6 828• 79.9 1049 119.3 820 68.5 c 66in 166.6 955 170.0 789 139.0 955. 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.6 765 83.4 955 757 69.5 955 99.8 749 59.6 m J 72in 128.5 803 134.9 697 107.0 803 114.9 682 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 642 53.5 803 72.2 632 45.9 76 in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 679 45.5 721 59.4 569 39.0 78 in 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 78.4 576 63.1 684 70.4 567 56A 684 64.4 558 60.5 684 59.9 551 42.1 684 54.1 541 36.1 96 In 65.8 514 67.9 456 64.8 514 67.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.6 96In 54.2 452 55.7 404 45.2 452 47.0 398 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 365 19.4 108 in 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 30a 19.0 357 20.8 299 15.8 357 18.0 293 13.6 111in 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 21.9 1 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 12.5 1201n 27.7 289 28.2 263 23.1 289 23.7 259 19.8 1 289 20.5 256 17.3T 289 18.1 252 15,4 289 16.3 249 13.9 289 14.9 246 11.6 289 12.8 240 9.9 TABLE 5B Anchor Capacity Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Type: 3/16" Elco Ultracon IN' Elco Ultracon 3/16" DeWait Ultracon+ 1/4" DeWait Ultracon+ 5116" Elco Ultracon 3116" Elco Ultracon 114" Elco Ultracon 3116" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ (Ibs) Edge Distance (in): V 2-1/2' 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" &1/8" 1" 2-1/2' 1" 2-1/2" 1" 1" 2-11 Embedment (n): 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314, 2" 1-1/4" 1-114" 1-114, 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4:75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890lbs 3101bsEMU 220Ibs 870 Ibs 1644 lbs 270 Ibs 280 Ibs 354lbs 740 Ibs 230 Ibs 370 Ibs 320lbs 5801 4 Anchors @ 1.15' Min. O.C. / Standard (or Offset) Clip (Fig: 2). 480 lbs 700 ibs NIA WA 320 Ibs 370 Ibs NIA WA NIA 380 Ibs WA WA N/A 740 Ibs N/A N// 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620lbs 440 Ibs 1740 Ibs 1896 lbs 540 Ibs 560 Ibs WA 760 Ibs 460 lbs 740 Ibs 640 Ibs 1160 3 Anchors @ 0.46' Min. O.C. I U-Clip, into .125" Alum. (Fig. 4): NIA WA N/A WA WA NIA NIA NIA WA WA NIA NIA N/A N/A NIA WI 1 Anchor / F-Clip (Fig. 5): 195lbs 195 Ibs 225 Ibs 445lbs 155lbs 110 lbs 435 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370Ibs 115 Ibs 185 Ibs 160 Ibs 2902 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. % 240 Ibs 350 Ibs N/A WA 160 Ibs 185 Ibs N/A WA N/A 190 Ibs NIA N/A NIA 370 Ibs NIA Nl/ 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 INFORMAL SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A Mullion Capacity Table (lbs/le) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 X 4 X .125 Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/ Triang. Loading Rectangular Loading Trap/T6ang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trapridang. Loading Rectangular Loading Trap/Tdang. Loading Ri Alum. Tube C a N N OdC IS 9 C . U v C U rG O U., Q d a O U :gUl0' a:O 2 U ¢W a p N UC v U C `NUC QC i5 U7C aC vU y t5 9 O U7C N UQ101i 'CjLi7 Or dpCW �Mullion ' UN CCO 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 14 48in 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 170.0 677 166.3 1303 170.0 680 130.3 1303 170.0 680 11 50.625in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.6 1235 170.0 756 117.1 1235 170.0 756 101 54 to 170.0 797 170.0 612 170.0 956 170.0 691 176.0 1116 170.0 764 154.4 1156 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 86 601n 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 615 111.2 1042 -136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 762 71 63in 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 I 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 76.5 849 68.7 686 67.9 849 82.7 675 66.6 849 76.3 659 48 7 76in 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 78 in 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 699 69.4 724 68.1 691 53.4 724 63.4 583 44.5 724 57.3 573 311 90 in 69:6 543 71.8 483 58.0 543 60.7 474 49.7 543 62.9 466 43.5 543 47.1 468 38.6 543 42.8 452 34.8 643 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 28.7 478 32.0 395 23.9 478 28.1 386 2C 108in 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 20.1 377 22.0 317 16.8 377 19.0 310 14 III in 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 120in 29.3 306 29.8 279 24.5 306 26.1 274 21.0 306 21.7 270 11 18.3 306 19.2 267 16.3 306 17.3 263 144 in 17.0 .212 1 17.2 196 TABLE 6B Anchor Capacity Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Type: 3/16" Etco Ultracon 1IM" Elco Ultracon 3/16' DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 1I4" De Wrap (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" 1 2112" 1" 21/2" 1" Embedment (n): 1-3/4" 13/4" 13/4" 1-39' 1-3/4" 1314' 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-114' 14/4" 1-114, 1-1/4" 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390 lbs 390 lbs 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 4 Anchors @ 2.25" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 7001bs 700 Ibs 680 Ibs 1410 lbs 620 lbs 1260 lbs 420 lbs 1720 lbs 952 lbs NIA 560 lbs NIA 630 lbs 390 IN 740 lbs 510 lbs 8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4). 960lbs 1400 lbs N/A NIA 64.0 lbs 2520 lbs 740 lbs WA N/A NIA 760 lbs WA N/A N/A 1480 lbs N/A 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896 lbs 640 lbs 560 lbs WA 760 lbs 460 Ibs 740 lbs 640 lbs 6 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1170 lbs 1170 lbs 1020 lbs 2340 lbs 930 lbs 1890 lbs 660 lbs 2810 lbs 2844 lbs 610 As 840 lbs WA 1140 lbs 690 lbs 1110 lbs 960 tbs 4 Anchors @ 0.45" Min_ O.C. / U-Clip, into .125" Alum. (Fig. 7): N/A WA NIA WA N/A NIA N/A WA WA N/A N/A WA N/A NIA NIA N/A 2 Anchors @ 2.25" Min. O.C./ F-Clip (Fig. 8). 350 lbs 350 lbs 290 Ibs 7051bs 3101bs 630 lbs 210lbs 860 lbs 476 lbs WA 280 lbs WA 315 lbs 195 lbs 370 lbs 255 lbs 4 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 9): 480lbs 700 lbs N/A WA 320lbs 1 1260 lbs 370 lbs I WA N/A N/A 380 lbs NIA WA NIA 740 lbs 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: FIC;I IRF R• Pirrr IRr= o. TABLE 7A Mullion Capacity Table (lbstR2) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 x 4 x .375 Alum. Tube Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang• Loading Rectangular Loading Traprrdang. Loading Rectangular Loading TrapfTriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectal Loa( & "T" Mullion s a a `�'. o s., c a o � aN ory 5 2 z• ii � `o. t r _ � as o u - � � ��. i; tcp a `o. r 5 � Cr ¢�� ii o � a s o. r 5 o c a o � � �� Z. �� c b 0 c ca � �� n 0 - � � �� .1 0. c c �' as � qa is - � �� 21 .a.. a s o. c '� as Z. c. c - � � .�� .6 �'c n �r d d`� z' tcp _ v - � � �� a� a• iT c y a� Z' a o o - S � �� Z, �,. c�p o• c '� a� � a 0 � � �� c a "? o v y d`� c n o � .2 �c a„ cep a cci ii c � ¢o c o - o .2 �a ter. a n 0-9 cci c c ¢� a o �c 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 176.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521. 170.0 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.11 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.E B80 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 170.0 766 170.0 1793 170.0 756 156.0 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 60in 170.01 885 170.0 701 170.0 1 10631 170..0 797 1-170.01 1240 170.01 878 170.01 1417 1 170.0 944 170.0 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 170.0 860 170.0 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 1158 1001 w 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 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 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 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 7 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 78in 166.1 1124 170.0 967 138A 1124 147.0 965 118.E 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 1124 98.5 905 69.2 1124 89.0 690 59.3 90in 108.1 844 111.5 750 90,1 844 94.3 736 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 844 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 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 J44.5 742 49.8 614 37.1 742 43.6 600 31.8 108 in 62.6 586 63.9 530 52.1 586 63.8 521 T44.7586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 586 34.2 492 26A 586 29.6 481 22.3 Ill in 57.6 555L46.4 503 48.0 555 49.5 495 42.9 487 36.0 555 38.0 460 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 467 20.6 120in 45.6 475 433 38.0 475 390 426 32.6 475 33.7 420 28.5 475 29.8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395If 144 in 26.4 330 305 22.0 330 22.4 391 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Capacity Anchor type: 3/16" Elco Ultracon 1/4" Elea Ultracon 3116" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5116" Elea Ultracon 3/16" Elea Ultracon 1/4" Elco Ultracon 3/16' DeWalt Ultracon+ 14' DeWalt Ultracon+ (Ibs) Edge Distance (n): 1" 2-112" 1" 2-112" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-112" 1" 21/2" 1" 2-1/: Embedment (in): 1-314" 1-3/4" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-114' 1-1/4" 1-114' 1-1/4" 1-1/4" 1-11 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig.-1&2): 390 Ibs 390 We 450 lbs 890 Ibs 310 lbs 630 lbs 22.0 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 lbs 230 Ibs 370 Ibs 3201bs 580 I 4 Anchors @ 2.25" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700 lbs 700 Ibs 580 lbs 1410 Ibs 620 lbs 1260 Ibs 420 Ibs 1720lbs 952 Ibs WA 660 Ibs WA 630 Ibs 390 Ibs 740 Ibs 510 Ibs 1060 8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 960lbs 1400 Ibs WA N/A 640 Ibs 2520 Ibs 740 Ibs N/A WA WA 760 Ibs WA WA NIA 1480 Ibs N/A WE 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 Ibs 780 lbs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740lbs 1895 Ibs 540 Ibs 560 Ibs WA 760lbs 460 lbs 740 Ibs 640 Ibs 1160 6 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 930 Ibs 1090 Ibs 660 Ibs 2610lbs 2844 Ibs 810 Ibs 840 Ibs WA 1140lbs 690 Ibs 11101bs 960 Ibs 1740 4 Anchors @ 0,45" Min. O_C. / U-Clip, into .125" Alum. (Fig. 7): N/A WA N/A WA N/A NIA WA N/A WA WA WA WA WA N/A N/A WA WE 2 Anchors @ 2.25" Min. O.C./ F-Clip (Fig. 8):1 350 Ibs 1 350 Ibs 1 290 Ibs 705 Ibs 310 Ibs 630 Ibs 210 Ibs 860 Ibs 476 Ibs WA 280 Ibs4 WA 315lbs 195lbs 370 lbs 255 Ibs 5301 4 Anchors @ 1:15" Min. O.C/ F-Clip (Fig. 9): 4801bs 700 Ibs NIA N/A 320 Ibs 1260 Ibs 370 Ibs NIA N/A WA 380 Ibs WA WA N/A 740 Ibs WA W/ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGI IRF 1 • girl IDS= 7• crrnr nor -'a• rirnr roc n. Mry Iov o. me'l lnr- l7.. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANn SHFFT 9.9; FOR [Nil TABLE BA Mullion Capacity Table (lbsKe) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1.26" x 3.188" x Rectangular Loading Trap/Triang. Leading Rectangular Loading Trap/Triang, Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Rung. Loading Rectangular Loading TraplTfiang. Loading Rectangular Loading Trap/Tdang. Loading Real Lo .265" Alum Tube Mull A ii U •L G _ a `_a Uv t 7 O IV Al o U_ TL G °b Nn U o t Q (r a QM ((yy .29 r2G 9 _ `$ c�v L "7- tC7� 0' QrY a n ci O C. �G ' °� a Criv t 7 CG a� a Ci a gG n CJv r t= CUBtU C. R' o ci G (y iC �'G `� �_' c�ti ram. L •� W Q� n U C 2 D �G c a C`ib 1- �I L 7 Cv, N Q a' a c� C _� 7 G `� a cif L 7 C Q a U G (V •'C 7 �G _ o Ua 9 C 7 V �R• n U_ C v 2 .L 7 isG � _ L s`� Ua t v y� C U_ C G .p1 �J' .G _ 1. 43 .0 •p7 C 0j c. ci C i _ a S' �v L •p�-7 C aj Q o. U_ 7 9_ vv ti L •7 C N ci ti N CL a Ua _ p� CV� N• V O 7 N •O 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.( 48In 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 154.8 1648 170.0 680 132.7 60.626in 170.0 747 170.0 563 170.0 896 170.0 631 1.70.0 1046 170.0 684 170.0 119.5 170.0 723 170.0 1345 1.70.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.; 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.E 60In 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.01 1159 167.4 930 123.61 1158 1 156.81 919 111.2 11681 150.0 912 1 92.7 1 1158 144.8 905 79.4 153in 170.0 930 170.0 745 1 160.1 1051 170.0 850 137.2 10M 155:9 862 120.1 1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 66In 167.1 957 170.01 789 139.31 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 72 in 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 AN 78.8 643 63.6 804 72.3 633 46.0 7 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 39.1 78In 101.2 685 105.E 600 84.4 685 69.6 588 72.3 685 78.5 577 63.3 685 70.5 .568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 686 54.3 543 36.2 90in 65.9 516 68.0 467 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 615 33.1 413 23.5 96 in 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 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 28A 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 26.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 144 in 16.1 201 16.3 186 TABLE 8B Substrate: 2.7k Concrete 3k Concrete 3.5k Cana. Hollow CMU Anchor Capacity AnchorT YID 3/16" Eloo Ultracon 1X' Elco Ultracon 3116' DeWelt Ultracon+ 114" DeWalt Uitiacon+ 5/16" Elco Ultracon 3116' Eloo Ultracon 1/4" Eloo Ultracon 3/16" DeWait Ultracon+ 1/4" DeWal Ultracon+ (lbs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 1 2-1/2" 3-1/8" 1" 21/2" 1" 2-1/2' 1" 2-1/2" 1" 2-1 Embedment on): 1-314" 1-314' 1-314". 1-3/4" 1-3/4" '1-3/4" 1-314" 1-W' 2" 1-1/4" 1-1/4" 1-1./4" 1-114" 1-1/4" 1-114" 1-1/4" 1-1 2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1): lbs390 3Ilbs lbs 450 lbs 890 lbs 310lbs 630 lbs 220 lbs 870 lbs 1644 lbs 270 lbs 28019 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 580 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 4700 lbs N/A NIA 320 lbs 1260lbs 370 lbs NIA WA WA, 380 lbs WA NIA NIA 740 lbs N/A Nl 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Gips / (Fig. 3): 7lbs 780 lbs 680 fbs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs. 1896 Ibs 540 lbs 660 lbs WA 760 Ibs 460 Ibs 740 lbs 640 lbs 116( 4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): N/A NIA WA WA WA N/A WA NIA WA WA WA WA N!A NIA NIA NI 1 Anchor / F-Clip (Fig. 5): 1195 Ibs 225 Ibs 445 ibs 155 lbs 315 lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 115 lbs; 1851bs 160 lbs 290 2 Anchors @ 1.15" Min. O.C./ F-.CIIp (Fig. 6): NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR FIGURE 1: FIGURE 2350 Ibs N/A NIA 160 lbs 630 lbs 185 lbs N/A WA NIA 190 lbs WA WA N!A 370 Ibs N/A NI PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR I • ON LOADING. SEE SHFFTS 9-4 FOR rFNFRAI INSTAI I ATIMI 11AGT4 r%r%e TABLE 9A Mullion Capacity Table (Ibs/fl?) 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 x .100 Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Alum. Tube Mullion �E 0 0 ii u g = - o 9 v `o L5 ¢ t �Q V co'L_' j8Q V g G .0 n Q 1�Q U _ �G 'G >f'QI V G .4L '� Q $�Q a c ,� v S a G `o .c Q }�Q V 'G� G �p V G Q }Q V _ .rEi j�p V y G }SQ V Z .-. j{�� ;S U G 8 15 0 .,. j�Q a pG Q o 8Q 8 'u .-. lS� V p v •n t�Q V r� J8p V p G L" }Q CJ c ... l�Q S4 U G Q 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1116 170.01 521 153.3 1118 170.0 521 127.7 1118 170.0 621 109.5 1118 48in 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 83.8 978 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 54in 170.0 797 170.0 612 154.5 869 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 859 129.8 654 77.3 869 128.8 652 66.2 869 60in 143.2 746 153.8 634 119.4 1 746 1 132.3 620 102.3 1 746 117.8 608 89.5 746 107.8 599 H 79.6 1 746 101.0 592 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 81.0 534 61.6 677 77.0 529 44.2 677 ar CC 66 in 107.6 617 114.1 530 89.7 617 97.6 519 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 64A 483 38.4 617 J C 72 in 82.9 518 87.1 450 69.1 518 74.2 440 59.2 518 65.2 432 51.8 518 58.8 425 46.1 518 54.2 419 41 A 518 50.7 414 34.5 51'8 48.6 408 29.6 518 0 76 in 70.5 465 73.7 406 58.7 465 62.6 308 50.3 465 54.9 390 44.1 465 49.4 .384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 38.3 367 25.2 465 78 in 65.2 441 68.0 387 54.3 441 1 57.7 379 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 90 in 42.4 1 332 43.8 1 295 35.4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 96 in 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.6 241 1 14.6 291 17.1 236 12.5 291 108 in 24.6 230 25.1 208 20.5 230 21.1 205 17.5 280 18.3 201 15.4 230 16.2 198 Min 22.6 218 23.1 M9718.9 218 19.4 194 16.2 218 16.8 191 14.1 218 14.9 188 120 in 17.9 187 18.214.9 187 15.3 167 TABLE 9B Anchor Capacity Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CIVIL! Anchor Type: 3/16" Elco Ultracon 114" Elco Ultracon 3116" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ I NMI! Ultracon+ (Ibs) Edge Distance (in): 1" 2-112" 1" 2-112" 1" 2-1/2" 1" 2-1/2" 31/8" 1" 2-112" 1" 2-112" 1" 2-1/2" 1" 2-1 Embedment pn): 1.3/4" 1-3/4" 1-314" 1-314" 1-3/4" 1-3/4" 1-314" 1-8/4" 2" 1-114, 1-1/4" 1-1/4" 1-1/4" 1-114" 2 Anchors @ 4.75" Min. O:C. / Standard or Offset Clip (Fig. 1): 390lbs 3901bs 450 Ibs 890 lbs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644lbs 270 Ibs 280 Ibs 354lbs 740 lbs 230 lbs 370 Ibs 320 Ibs 580 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs NIA NIA 320 Ibs 1260 lbs 370 lbs N/A N/A N/A 380 lbs NIA N/A NIA 740 Ibs WA N 4 Anchors @ T Min. O.C. / (2) 2x5 Angle Crips / (Fig. 3): 780 Ibs 780 lbs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 17401bs 1896 lbs 540 Ibs 560 lbs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 116( 3 Anchors @ 0.54" Min_ O.C. / U-Clip, into .100" Alum. (Fig. 4): WA N/A NIA NIA N/A N/A WA NIA N/A N/A N/A NIA WA NIA N/A N/A NI 1 Anchor / F-Clip (Fig. 5): 195 Ibs 195 lbs 225 Ibs 445 Ibs 155 lbs, 315 Ibs 110 Ibs 435 Ibs 822 Ibs 135 Ifs 140 Ibs 177 Ibs 370 Ibis. 115 Ibs 185 Ibs 160 lbs 290 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 Ibs 350 Ibs WA WA 160 Ibs 1 630 Ibs 185 IN N/A WA WA 190 IN N/A WA WA 370 Ibs WA Ni 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 INFOF • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 10A Mullion Capacity Table (Ibslie) Opening Width Qbrvertically-spanning mullions) or Opening Height (forhoftontaif"panning mtrlllons) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 125 x 325 x.eaa Rectangular Loading Trap/rriang. Loading Rectangular Loading TrapfTriang_ Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trapffidang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading. Alum.Tube Mullion z W d W .A .. W N d.0 W G W tl. W C"L' ., W N 0 W G UC -o Q tl W tl. W U W r W N da W G UG. s W a tl 0 7 .) W N 6.0 W G U W C, W 7 G 2 W N da W G W tl. W c a W N Gd W G Cr UCO Q tl W R W U _ 3 W N d.G W G v US s W 4 UW ^• M W W N 6.0 UW G t7� V .W W G UW s 0 W N d� UWC.G0 O W W O. UW W 0 W N 6d ULW--O - V S W W O. UW 0 0 W N da UW G O r M W 0. UW r M 0 W N O. J] UW G -- W W O. UW tl 0 W N 6d U O Q tl W a UW N W 0 W N na LW GvR U .y 11f p. t r. W N 6a aGO' Q tY 42 in 170.0 626 170.0 435 170.0 '144 170.0 478 170.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 1170.0 1 1240 170.0 621 170.0 1408 170.0 521 170.0 1735 48in 170.0 708 170-0 624 170.0 850 170.0 684 170.0 992 170.0 630 170.0 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 170A 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 162.5 1877 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 866 156.4 1759 170.0 861 134.1 1759 60in 170.0 885 170.0 701 170.0 1 1063 1 170.0 797 170.0 1240 170.0 878 1 170.0 1 1417 170.0 944 161.1 1611 170.0 996 145.0 1511 1170.0 1033 0120.8 1 1511 170.0 1063 103.6 1511 63in 170.0 1 930 170.0 745 170.0 1116 1 170.0 850 170.0 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 1 1370 y 66in 170.0 1 974 170.0 789 170.0 1169 170.0 903 155,6 1248 170.0 1002 136.2 124E 158-6 1013 121.1 1248 147.1 1000 108.9 1246 139.0 989 90.8 1248 130.4 978 77.8 1248 m J 72in 167.8 1049 170.0 $78 139,9 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 102.7 638 69.9 1049 94.3 825 59.9 1049 0 76in 142.7 941 149.1 822 118.9 941 126.8 805 101.9 941 111.2 791 89.2 941 100.0 7T7 79.3 941 91.7 766 71.4 941 85.5 757 59.5 941 77.6 744 51.0 941 3 78in 132.0 894 137,E 1 763 110.0 894 116.9 767 1 94.3 B94 102.4 753 02.6 894 91.9 740 73.3 894 84.1 730 66.0 1 B94 78.3 721 65.0 1 894 70.7 707 47.1 894 90in 85.9 671 88.7 596 71.6 1 671 1 -14.9 585 61A 671 65.3 575 53.7 671 68.2 566 47.7 1 671 1 52.9 558 43.0 671 1 48.8 651 36.8 6.71 43.1 539 1 30.7 1 671 96 in 70.8 590F46.7 627 59.0 590 61A 618 50.6 590 53A 509 44.3 590 47.6 502 39.3 590 43.0 494 35.4 590 39.6 4BB 29.5 690 34.7 477 25.3 590 108 in 49.7 466 421 41.4 466 42.8 414 35.5 466 37A 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 Ill in 46.8 441 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25.4 441 272 376 22-9 441 24.9 372 19.1 441 21.5 363120in 36.3 378 344 30.2 378 31.0 339 25.9 378 26:8 1 334 22.7 378 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 17-81 2391 16.0 262 16-31 236 TABLE10B Anchor Capacity (lbs) Substrate: 2.7k Concrete 3k Concrete 3.5k Cono. Hollow CMU Anchor Type: e: 3/16" Elco Ultracon i/4" Elco Ultracon 3116" DeWalt Ultracon+ 114' DeWalt Ultracon+ 5116" Elco Ultracon 3/16" Etco Ultracon 1/4" Eloo Ultracon 3116" DeWalt Ultracon+ 1/4" DeWall Ultracon+ Edge Distance (in): 1" 2AIT 1" 2-1/2" 1" 2-1I2" 1" 1 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 2-1 Embedment (n): 1-314" 1-314" 1-3/4" 1-314" 1-3/4" 144" 1-3/4" 1.3/4" 2" 1-1/4" 1-114" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1). 390 lbs 3901bs 450.Ibs 890 lbs 310 Ibs 630 lbs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 We 370 lbs 320 lbs 580 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs WA N/A 320lbs 1260 lbs 370 lbs NIA NIA NIA 380 lbs N/A WA NIA 740 lbs WA it 4 Anchars @ 3" Min. O.C. / (2)-20 Angle Clips / (Fig. 3): 780 lbs 780 lbs 6801bs 1660 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs WA 760 Ibs 460 lbs 740 We 640 lbs 1161 3 Anchors @ 0.54" Min. O.C. / U-Gip, into .100" Alum. (Fig. 4): N/A WA WA NIA N/A NIA WA N/A WA WA WA NIA NIA NIA WA WA N 1 Anchor / F-Clip (Fig. 5): 195 lbs 195lbs 225lbs 445 lbs 155lbs 315lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177lbs 370 lbs 115lbs 185 lbs 160 lbs 290 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 lbs 350 lbs WA WA 160lbs 6301bs 185 lbs N/A I NIA N/A 190 lbs WA I N/A N/A 370 lbs WA 9 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR FIGURE 1: FIGURE PATTERN 2: AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 11A Mullion Capacity Table Qbs1fe) Opening Width (for vertically -spanning mullions) orOpening Height (for hotizordaily-sponning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 141 125x3.94 X.624 Rectangular Loading TrapfTriang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading TraptTriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Traplydang. Loading Rectangular Loading Trapf7dang- Loading Rectangular Loading Trap/Ttiang. Loading Rectangular Loading Alum. Tube Mullion W U p w .O 5 y m ID W G U -p p W C V Q rrIn Ww W U __ d G aW 0 W G U v 0 L CcVO m Q C W U Cez. .O 'L G W�.N W G U v W .VC •3 CV, W K W U G v W G U 9 .VC •� CVO N lY W () G,„^ O -GC 2= G W G U -V re = •� C W Q C W U C O y M G W G U •p G •� VC, v Q M mW W U t.. O -C `L G m M W G U -p R .VC •j VC, W �[ Wm W U C„ V ` 5 N r: v 0 w W G U •p m i G p Q ti Ww W U C .�..' N .� G m'N W G U •p Q L "� CVqO W a Q' W W ci C _ N G �W .N W G U 9 t "� V Cr Q 2 W W U C6.E o CL _ `�2 G �W .N. W G W t •� V S Q. tY W W Ci O G II N G N G E tC, •� 4 a' W C W G .VC •� W C O'•L^ cam' -G A W G t •7 xr V N Q: A W C O �• •� M G A W G m t CVO N K 42in 170.0 620 170-0 435 170.0 744 170.0 478 170A 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 48in 170.0 708 170-0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170A 1700 170.0 680 170.0 1983 60.625in 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 170.0 756 170.0 2092 64in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170-0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1 1240 1 170.0 878 170.0 1 1417 1 170.0 944 170.0 1594 1 170.0 996 170.0 1771 1 170.0 1033 170.0 2126 170.0 1063 148.3 2163 .c 63in 170.0 930 170.0 745 170.0 1116 170-0 850 170.0 1302 170.0 940 170.0 1468 170.0 1016 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134"5 2060 66in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1165 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.6 1966 m J 72in 170.0 1063 1T0.0 678 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.D 1700 170.0 1228 154-1 1734 170.0 1315 138.7 1734 169.8 1386 115.E 1734 155.9 1364 99.1 1734 0 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1566 1662 1286 131.1 1556 161.5 1266 117.9 1656 141-3 1251 98.3 1656 128.3 1229 842 1556 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 165.9 1477 169.3 1 1245 136.4 1 1477 152.0 1224 1212 1477 1 139.1 1206 109.1 14T7 1 129.6 1191 1 90.9 1477 1 116.9 1169 77.9 1477 90in 142.0 1110 146.5 986 118A 1110 123.9 968 101.5 1110 107.9 951 08.8 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 59.2 1110 71.3 891 50.7 1110 96in 117-0 975 120.3 872 97-5 975 101.6 856 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 71.2 817 58.6 975 65A 807 48.8 975 67A 789 41.6 975 108in 82.2 771 84-0 696 68.5 771 70.7 685 68.7 771 61.3 674 61.4 771 64.3 664 45.7 T71 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 771 Ill in 75.7 730 77.3 661 63.1 730 65.0 650 64.1 730 56.3 640 47.3 730 49.9 631 42-1 730 45.0 622 37.9 730 41.1 1 614 31.5 730 35.6 600 1 27.0 730 120in 59-9 624 61.0 569 49.9 1 624 512 560 42.8 624 44.3 552 37.5 624 39.2 544 33.3 624 35.3 53T 30.0 624 32.2 531 25.0 624 27.7 519 21.4 624 144 in 34.T 433 35.1 400 28.9 1 433 29A 395 24.8 433 25.4 390 21.7 433 22.4 385 19.3 433 20.0 381 17.3 433 18.2 376 TABLE 11 B Anchor Capacity Substratec 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU AnchorType: 3116" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 114" DeWalt Ultracon+ 5/16' Elco Ultracon 3116" Elco Ultracon 114" Elco Ultracon 3/16•' DeWalt' Ultracon+ 1/4" DeWa Ultracon+ (Ibs) Edge Distance Qn): 1" 211T 1" 241T 1" 21I2" 1" 2.11T 34/8" 1" 2-1/2' 1" 2-1/2' 1" 2-1/2' 1" 2= Embedment Qn� 1-3/4" 13/4" 13/4" 13r4" 1.3w, 1314" 1314" 13/4" 2" 1-1/4" 1-1h 1-1/4" 1-114" 1-114" 14hr 1-114" 1= 2 Anchors @ 4.75" Min. O.C. / Standard or O%et Clip (Fig. 11 390 lbs 1 390 Ibs • 450 lbs 890 lbs 310 lbs 630 lbs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320lbs 58t 4 Anchors @ 1.19' Min. O.C. / Standard (or Offset) Cllp (Fig. 2x 480 lbs 700 lbs NIA N/A 320 lbs 1260lbs .370 lbs NIA N/A NIA 380 ibs NIA NIA N/A 740 lbs NIA N 4 Anchors @ W Min. O.C. / (2) 2a5 Angle Clips / (Fig. 3} 780 lbs 780 lbs 680 lbs 156D lbs 620 lbs 1260lbs 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs N/A 760 lbs 460 lbs 740lbs 640lbs 116 4 Anchors @ 0.54' Min. O.C; / U-Clip, into .100" Alum. (Fig. 4x N/A N/A N/A N/A N/A N/A WA NIA N/A NIA NIA N/A NIA N/A WA NIA N 1 Anchor/F-Clip (Fig. 5): 195lbs 1g5Ibs 225lbs 445lbs 155lbs 315Ibs 110lbs 435lbs 822lbs 135lbs 140lbs 177Ibs 370Ibs 1151bs 185lbs 160lbs 29( 2Anchors @ 1.15' Min. O.CJ F-Clip (Flg. 6y: 240 lbs 350 lbs NIA I NIA 160 lbs 630 lbs 185 lbs I WA N/A WA 190 lbs N/A WA NIA 370 lbs N/A I 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 nnr 1 neninir± CCC 0LJ=Tc 7 A CnD l-ICAICDAI IAIO-rAI 1 A-rl^Kl Ker- JA-ran TABLE 12A Mullion Capacity Table Ibslfe) 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 1201n 2 x 4 x .25 Rectangular Loading Trapfrriang. Loading Rectangular Loading Trapfrriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trapfrriang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trapffriang. Loading R, Alum. Tube Mullion U m a U �C. i.7 m av Uv � o c G N Q� U m n 3 c - 7 �2G V i. m a`-�' c�v `o c=i c C y QQ' V m n U c - y 2^G U r m nn Uv ii >v t V O' Q(r V m a U o 7 �v V _ m a`8 �G v `o '' .>= 9 CVG, y Qrr V m n m U c 7 Lr r.. m n m U v `o �' t '4 C iU Qd' a c - 7 y3 r2 Ci m al `ti v o .0 C Q� Z' i°a (�_ c N - 5 .2 �v `Fi tiv v `o d t C QO^. 2:`2-1� c U c _ y O n 8, v .c �' a �° U c V n 8-1 v o c� .c � U c� c 2:` Cl � n �V v o` t C a ci c C7 /� a ci" v `a .c a 1°a (� c _ � U� ;? �o ciG `o . 9 2-1zr V c U c _ y V �� v Cr tC°, O c 9 C1 .. c a v `o . t 9 C a O K c rL 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 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 50.625in 170.0 'T47 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.o 1494 170.0 756 170.0 1793 170.0 756 17 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 '1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 17 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 17 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0 1169 16 66in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1062 170.0 1558 '170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 15 m72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 12 "t 7 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 161.6 1548 10 78in 170.0 1151 1 170.0 967 170.0 1381 170.0 1116 170.01 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1861 163,1 1500 114.5 1861 147.3 1473 91 90in 1 170.0 1328 170.0 1144 149.1 1398 166.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 11.621 89.5 1398 101.E 11471 74.5 1398 89.8 1122 6: 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 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 5, 108 in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64.7 971 08.4 837 57.5 971 61.8 825 61.8 971 56.5 815 43.1 971 49.0 - 796 T III In 95.4 919 97.3 832 79.5 919 81.9 819 68.1 919 70.9 806 59. 919 62.9 794 63.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 120In 75.5 786 76.8 716 62.9 706 64.6 705 53.9 786 55.8 695 47.2 786 49.4 686 41.0 786 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 LZ 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 26.3 479 21.8 546 22.9 474 18.2 546 19.5 464 TABLE 12B Anchor Capacity (Ibs) Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Type 3116" Elco Ultracon 1/4" Eico Ultracon 3/16" DeWalt Uitracon+ 1/4" DeWait URracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 1/4" D Ultras Edge Distance (n): 1" 2-1/2' 1" 1 2-1/2" 1" 21/2" 1" 2-1/7 3418" 1" 21/4- 1" 2-112' 1" 21/2, 1" Embedment (o): 1-3/4" 1-W" 1-3/4" 1-3/4" 1-314" 1-3/4" 1.3/4" 1-314' 2" 1 114" 1-114" 1-1W 1-114" 1-1/4" 11/4' 1-114, 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390 IDS 390 IDS 450 IDS 890 lbs 310 IDS 630 lbs 220 Ibs 670 lbs 1644 IDS 270 IDS 280 IDS 354 lbs 7401bs 230 IDS 370 IDS 320IDS 4Anchors @ 2.68" Min O.C. / Standard (or Offset) Clip (Fig. 3� 740 lbs 7401DS 630 IDS 14851bs 6201bs 1260lbs 430 IDS 1730 lbs 1424 lbs WA 560 IDS N/A 6951bs 4251bs 7401bs 6751bs 6Anchors @ 1.71" Min O.C. I Standard (or Offset) Clip (Fig. 4): 885 lbs; 050 lb 758 Ibs 1946 lbs 705 lbs 1890lbs 608 IDS 2558 IDS NIA WA 705 IDS N/A 799 lbs 506 Its 1110 IDS Sig IDS 4 Anchors @ 3" Min. O.C. / (2) 20 Angle Clips / (Rg. 6� 780 IDS 78 bs 680 lbs 1560 lbs 6201bs 1260IDS 440 lbs. 1740 lbs 1896 lbs 540 lbs 560 IDS NIA 760Ibs 460 IDS 7401bs 640IDS 6 Am hors @ 3" Min. O.C. 1(2) 2x5 Angle Clips / (Fig. 6r 1170 IDS 1170 IDS 1020Ibs 2340 lbs 930 IDS 1890IDS 6601bs 2610 lbs 2844. IDS 81 bs 840 lbs NIA 1140 IDS 6901bs 1110 IDS 9601DS 3 Anchors @ 1.34" Min. O.C. / U-Clip, Into.125" Alum. (Fig. 7): N/A NIA NIA N/A MIA MIA WA WA NIA WA NIA N/A WA MIA WA NIA 6 Anchors @ 0.64" Min. O.C. / U-Clip, into .125" Alum. (Fig. Byl NIA WAI NIA NIA I NIA NIA WA WA N/A N/A N/A N/A WA NIA I WA N/A 2Anchors @ 2.68" Mln. O.C./ F-Clip (Fig. 9): 1 370 lbs 1 370 lbs 315Ibs 743Ibs 310 ibs 630Ibs 215lbs 865lbs 712lbs WA 280IDS N/A 348Ibs 213 Ibs 370lbs 288lbs 3 Anchors @ 1.71" Min. O.C./ F-Clip (Fig. 101 443 lbs 1 525 IDS 379lbs 973 IDS 1 363lbs 1 945lbs 304 lbs 1279 lbs NIA WA 353lbs NIA 399 IDS 263 IDS 1 555lbs 309IDS NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE a FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 11 If- -01 1* 11 11 -0-1 TABLE NOTES: TABLE 13A Mullion Capacity Table IbsHe Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 1 100 in 120 In 2 x 6 x .25 Rectangular Loading Trap/Ttiang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trapflldong. Loading Rectangular Loading TrapITrieng. Loading Rector Load Alum. Tube Mullion Q. U C N C Wm U 0 U C 4�fY cc U C N C .1,,`• M N WW U 0� 5 V ¢� W _ U C (may+ +` Z, W O S .0 J V 0, Qtr zl a W C N C �c a W on W 0 �' L 7 U or Qtr 0 W C N C? �c W na p t V O' d`� Z. 0 W n U G f g W W W na W 0-0 tj d t tl Q Qtr W c. W U C c�"y � s_ a W p U- 0 .4.1 L Z V rl Q�c U a U C fV C �_ CL U rC N L C7 Q �tr a a U L+ NVNQ p- Uv 0 .0 3 U O' QK� n U C did G Al a U Q _� CT Q� Al W C fV C tC V o. U L 7 Quo V a _ a e L Q� 0it W 0 tC W.� L 7 �tr 0 (�d g W - Uv 3 QtY U W n WW Ud�d 0 gc 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 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 170.0 756 170.0 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 60in 170.0 885 170.0 701 170,0 1063 170.0 797 170.0 1240 170.0 878 1 170.0 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 63in. 170.0 930 170.0 745 170.0 1116 170.0 859 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 s 66in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 170.0 m72 in 170.0 1063 170.0 878 170.0 1275 170.0 1000 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 J 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.01 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 2 78in 170.0 1151 170.0 967 170.0 13.81 170.0 11i6 170.0 1611 i70.0 1250 170.0 1842 170.0 1369 170.0 20721 170.0 1474 170.0 23021 170.0 1564 170.0 1 2763 170.0 1700 170.0 90in 170.0 1328 170.01 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0- 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 156.0 96in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 108in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 1 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2761 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 111in 170.0 1638 170.0 1454 170.0 1966 170.0 1700 1 170.0 2293 170.0 1932 170.0 2621 170.0 2149 161.8 2632 162.3 2245 136.6 2632 148.4 2216 113.8 2632 128.4 2166 97.6 120in 170.0 1771 170.0 1586E70. 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 77.2F1441n 125.1 1564 126.6 1445 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 IW4 65.7 1358 52.1 1 1564 56.0 1330 44.7 TABLE 13B Anchor Capacity Substrate: 2.7k Concrete 3k Concrete 3.5k Cone, Hollow CMU Anchor Type: 3116" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5116' Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 1/4" DeWa 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" 2-112" 1" 2-1/2" 1" 2= Embedment (in): 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 2" 1-1/4" 1-19, 1-1/4" 1-1/4" 1-1/4" 1-1/4" 14/4" 1= 2 Anchors @ 4.75" Min. O_C. / Standard or Offset Clip (Fig;. 1&2): 390 Ibs 390Ibs 4501bs 890 Ibs 310lbs 630lbs 2201bs 870 Ibs 1644 Ibs 270lbs 280 lbs 364lbs. 740 Ibs 230 Ibs 370 Ibs 320 Ibs 658( 4 Anchors @ 4.68" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 780lbs 780lbs 900 Ibs 1780 lbs 620lbs 1260 Ibs 440 Ibs 1740 Ibs 3232lbs 640 lbs 560 Ibs 708lbs 1480 Ibs 460 Ibs 740 Ibs 640 Ibs 116 8 Anchors @ 1.71" Min. O.C. 1. Standard (or Offset) Clip (Fig. 4): 1180 Ibs 1400 Ibs 1010 Ibs 2595 Ibs 940 Ibs 2520 Ibs 810 Ibs 3410 Ibs WA WA 940 Ibs WA 1065 Ibs 675 Ibs 1480 Ibs 825 Ibs 197 4 Anchors @ 3" Min. OC. / (2) 2x5 Angle Clips / (Fig. 5)., 780lbs 780lbs 680 Ibs 1560 Ibs 6201bs 1260 Ibs 440 Ibs 1740lbs 1896lbs 540lbs 560 Ibs WA 7601bs 460 lbs 740 Ibs 640 Ibs 116 8 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1560 Ibs 1560 Its 1360 lbs 3120 Ibs 1240lbs 2520 Ibs 880 Ibs 3480lbs 37921bs 1080lbs 1120 lbs N/A 1520 Ibs 920 Ibs 1480 lbs 1280 lbs 232 12 Anchors @ 1.5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 7): 1660 Ibs 21001bs 1440 lbs 3780 Ibs 1260 Ibs 3780 Ibs 1200 lbs 5100 Ibs WA N/A 1320 lbs NIA 1500 Ibs 960 Ibs 2220 Ibs 1140 Ibs 288 4Anchors @ 1.34" Min. O.C. / U-Clip, into .125" Alum. (Fig. 8): N/A WA WA WA WA WA WA N/A WA WA WA WA WA N/A NIA WA- 8 Anchors @ 0.64" Min. O.C. / U-Cllp, into .125" Alum. (Fig. 9): N/A WA WA N/A N/A WA WA NIA WA WA NIA WA WA N/A NIA WA 2 Anchors @ 4.68" Min. O.C./ F-Clip (Fig. 10)-. 390 lbs 39D Its 450 ibs 890 Ibs 310 lbs 630lbs 220 lbs 870 Ibs 1616lbs I 270lbs 280 Ibs 354 lbs 740 lbs 230 Ibs 370 Ibs 320 Ibs 58( 4 Anchors @ 111" Min. O.C./ F-Clip (Fig. 11): 590 Ibs 700lbs 505lbs 1298 Ibs 470 Ibs 1260 Ibs 405 Ibs 1705lbs WA WA 470 Ibs WA 533lbs 338 Ibs f 740 Ibs 413 Ibs 1 981 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURF 2- FIr;11RF 3• PICZ1 IRF d• 1:1M_ IRC a- rdhr 100 n. cv±I ioc an. 1-1 8- 4 •. TABLE 14A Mullion Capacity Table Ibslfe Opening Width (for vertically -spanning mtflions) or Opening Height (f6r horizontally-spannng mullions) 50 in 60. in 70 In 80 in 90 in 100 in 120 in Rectangularrtoading "ang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectai 1.26" X 2:11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Low x .125" Alum a - � ,t. Mull M .� M M M L'= M a M o. � °ia N o �5Tube �{ n M N agua� M M. m b°N M a N' a M a '�UU �° `' �° a � Ua��' `$ aM .Civv_av 'U° ci ac�- o_ o o_ ti c_ `a. `o. `o. o `o yy G a G C �L yy Co = �A Go o' - y yG cti o' ,p yG �.G c'C�,i o' c'G�i yv� 2 cti E o o' y v �' Cam' o c � n cr n Cr C, Q R• is G Q G Q K Q LC R' �yp R• Gc Q IO �G Q� ,yp 'LG �. d' �G �� ^2 G yN 42 in 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 72.1 526 134.1 411 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 61.4 317 63.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 50.626 in 62.3 362 91.0 301 68.6 162 79.3 294 58.8 362 71.9 289 51.5 362 67.2 286 45.7 362 64.6 284 41,2 382 63.6 283 34.3 362 63.6 283 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 49.1 248 24.2 d60 in 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27,5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 1 1 1 J 7 63 in 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234• 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 183 15.3 66 in 37.2 213 39.4 183 31,0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 72 in 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 26.3 147 15.9 179 18.7 145 76 in 24.3 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 78In 22.5 152 23.5 133 18.8 152 19.9 131 11 16.1 152 17.5 128 TABLE 14B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16" Elco 1l4" Elco 3/16" DeWalt 1/4" DeWalt 5/16" Elco 3116" Elco 114" Eico 3/16" DeWalt 1/4" DeWalt Capacity Ultracon Ultracon Ultracon+ Uitm6on+ Ultracon Ultracon Ultracon Ultracon+ Uliracon+ (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" $-1/2" 1" 2-1/2" 1" 2-1/2" 1"2-1/2 Embedment (in): 1-3/4" 13/4" 1-3/4" 1-3/4" 13/4" 1-3/4" �40b E24/2" 2" 1-114" 1-1/4" . 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips Jr (Fig. 1): 780 Ibs 780 Ibs 680 lbs 1560 Ibs 620 lbs 1260 Ibs 174D Ibs 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640 Ibs 11601 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION O 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 SHE[ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. TABLE15A Mullion Capacity Table (lbsfR2) 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/Tdang. Rectangular Trap/•1}tang. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular Trap/Tdong. Rectangular Trap/Tdang, Rectang 3.25" 30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load'ir DEG. AL BAY MULL ro m ro N mom-. ro io m y ioc ro m m y ioc a c '�' n o a a s a ii `li' o n `a' 10 ro y ro ro ro c a ro ap a UC_ Ua U U� U_ Ua U Uv V Ua U U� ro U roc Ua m U_ AA Ua m U_ m� m m� m � t t •� O L ,C '7 G_ t 7 L (y O r L 7 G ... O ri O. O a p C l� O t C O 75 y V Cr y 00 Cr � yppy V Q ' VUCQ' CU5, LC, 'cr7 � L 7 .2 C, �� .5 7 � � 7 ,CC, 7 2 LC, 7 � .CC, 7 0 7 .CCa Cr �C L)CG Q R' "d Q G 0: ,yp G Q IL' �L G Q R� �L G 4 R� ,•gyp �L G 4 rG' G , Q 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 ' 48 in 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 136.5 ' 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 ' 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 60in 170.0 885 170.01 701 1170.01 10631 170.0 797 1 167.0 1218 170.0 878 1 146.1 1 1218 170.0 944 126.9 1 1218 159.8 936 1 11.6.9 1218 1152.1 924 97.4 1218 146.1 913 83.6 63in 170.0 930 170.0 745 170.0 1116 170.0 860 150.2 1160 168.8 933 1 131.4 1150 1 153.0 914 116,8 1 1150 141.9 898 1 105.1 1150 134.2 885 87.6 1150 126.7 871 76.1 66in 170.0 974 170.0 789 162.4 1048 165.8 .881 130.6 1048 146.6 W4 114.3 1048 133.1 850 101.E 1048 123.4 839 91.4 1048 116.6 830 76.2 1 1048 109.4 821 65.3 C J 721n 140.8 880 '147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 880 79.2 693 50.3 76In 119.7 790 125.1 690 1 99.8 790 106.4 676 85.6 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 636 40.9 790 65.1 624 42.8 78in 110.81 750 115-51 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 750 59.4 694 39.6 90 in 72.1 1 563 74.4 1 500 60.1 563 62.9 491 51.6 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 36.1 563 40.9 462 30.0 563 36.2 452 25.8 96in 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 108in 41.7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27:6 337 23.2 391 24.9 333 20.9 391 '22.8 328 17.4 391 19.7 321 14.6 111in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 120 in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 in 17.6 220 17.8 203 TABLE15B Anchor Capacity Substrate: 2.7k Concrete 31; Concrete 3.5k Conc. Hollow CMU AnchorType: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5116" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ (Ibs) Edge Distance (In): 1" 2-1/2" 1" 2-1/2' 1" 2-112" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/i Embedment (in): 1-3/4" 1-314' 1-3/4" 1-/4" 1-3/4" 1-3/4" 1-3/4" 1-3l4" T 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114 2 Anchors @ 5" Min. O.C. / (2) 2x5 Angle Clips/ (Fig. 1): 390 lbs--[390 lbs 450 lbs 890 lbs 310 lbs 630 lbs; 220 Ibs 70 Ibs 1700 Ibs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 58011 4 Anchors @ 3.5" Min. O.C.1(2) 2x5 Angle Clips / (Fig. 2): 780 lbs 780 Ibs 790 lbs 1670Ibs 620 lbs 1260Ibs 440 Ibs 40 Ibs �26981bs 2525 lbs; 540Ibs 560lbs NIA 1120lbs 460 lbs 740 lbs 640lbs 1160 I 6 Anchors @ 2.71" Min, O.C. ! (2) 2x5 Angle Clips / (Fig. 3): 11201bs 11201bs 958 lbs, 2246 Ibs 930 Ibs 1890 Ibs 648 Ibs 2254 Ibs WA 840 Its NIA 1059 Ibs 646 Ibs 1110 lbs I 879 Ibs 16781 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. 911 INCt1D It•ITCOt1/1I ATIlIAI QCTA/CCkI kAr 11 I r CkrnTun nk�n�no f%nckukIn IknnTun In A. i �InienI r TABLE16A Mullion Capactly Table Ibs/ii2 Opening Width (forverfically-spanning mullions) or Opening Height (for horizontally-spanrdrig mullions) 50 in 60 in 70 In 80 in 90 In 100 in 120 in 3.26" 46 Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/TrIang. Loading Rectanj Load DEG. AL BAY MULL W U C G Ca2 U O U C m Qd' z U p Nam,,. "d' G U O t•=.7 iS C W Q d'r2' U C - G U y O t 7 VCC.,, m Q� i7 N _ 7 �G O t 7 CV. Om' 4� G N �_" .yyO �G O r 7_ U C' QrY c o N - y r2G .0 7 Cf C' Q� C N y `LG 0.0 m. L CU, 6' QD_' W C y �c �_ tea U m QIY C �' y �,p G & 0ITS U-9 C ��7, U C5, m Q ar' U C lY 0 7 �G &b .d. •_ C� m Q & W U C N �- �� G & V v C Z 7 (� Cf C m QO_' Z' W U C N y �. �� W G U p p t C1. C W Q� &W U G - > 2G &W v U O Q Qd' W W U C '� y > 9 �G W 7a na &W G U O C L 7 Ci CT C m Q k WW a V C N 0 C y 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 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 146.3 50.625in 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 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 60in 170.0 885 170.0 701 1170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1308 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 1 142.5 1247 164.5 083 126.7 1247 152.6 965 114.6 1247 144.3 952 95.0 1247 136.2 936 81.4 w m 66in 170.0 974 170.0 789 170.0 1169 1 170.0 903 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 896 74.2 m 72in 161.6 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 J .76in 137.4 906 143.E 792 114.5 906 122.6 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 906 88.2 736 68.7 906 82.3 729 57.3 906 74.7 716 49.1 78in 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 85A 574 68.9 1 646 72.1 564 59.1 646 62.9 554 51.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 96in 68.2 568 70.1 508 56.8 568 69.1 499 48.7 568 51.4 491 42.6 568 45.8 483 37.9 '568 41A 476 34.1 56B 38A 470 28.4 568 33.4 459 24.3 108in. 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449. 35.7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 111 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 24.5 425 26.2 362 22.1 425 24.0 358 '18.4 425 20.7 350 15.8 1201n 34.9 364 35.5 331 29.1 364 2.9.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4. 364 20.5 313 17.5 364 18.7 309 144 in 20.2 253 20.4 233 16.8 253 17.1 230 TABLE16B Anchor Capacity (lbs) Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Type: 3116" Elco Ultracon 114" Elco Ultracon 3116" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWall Ultracon+ Edge Distance. (in): 1" 2112" 1" 2-1/2' 1" 2-1/2" 1" 2-1/2" 3-118" 1" 2-1/2 1" 2-1/2" 1" 2-112" 1" 211 Embedment (in): 1-3/4" 1-3/4" 1 3!4" 1 3/4" 1-314" 1 3l4" 1-3l4" 1-314" 2" 1-1l4" 1-114 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-11 2 Anchors @ 5" Min. O.C. / (2)2x5-Angle Clips / (Fig. 1): 390 lbs 390 Ibs 450 Ibs 890 lbs. 310 lbs 630 lbs 220 lbs 870 lbs 1700 Ibs 270 Ibs 280 lbs 354 Ibs 740 ibs 21 Ibs 370 lbs 320 Ibs 580 4 Anchors @ 3.5" Min. O.C. / (2) 2x5 Angle Clips ! (Fig. 2): 780lbs 780 Ibs 790 Ibs 1670 ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 2525 Ibs 540lbs 560 Ibs NIA 1120lbs 460 lbs 740 Ibs 640 lbs 116C 6 Anchors @ 2.71" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 1120 Ibs 1120 lbs 9581bs 2246lbs 1 930 lbs 1 1890 lbs 648 Ibs 2598 Ibs 2254 Ibs N/A 840 Ibs N/A 1059lbs 646 lbs 1110 lbs 879 lbs 167E 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. �"a. ""nf Q - T v"A-i=M nm u i i wQ nninnw rtlJI-AUM/2 IAII"-r-uc IC Al I nIAiAQr 0 I r--.125" STANDARD CLIP 6063-T6 ALUM. X-SECTION 125" q 5.500" 3.125" CUT HERETO .376' y _ CREATE F-CLIP, SEE MIN. I i DETAIL F. SHEET4 L_ 375" MIN. T A STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR. THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". 5.500" .375" .375" MIN. MIN. r----------------- 2.125" U-CLIP 6063-T6 ALUM. X-SECTION 125" vw I � - .740' I-- 1 tT .333-8-"[MIN.N. U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". TABLE B 1" X 2.75" X .650" MULLION 6063-T6 ALUM. X-SECTION 1-1.000"-1 3.125" 25" U.50.110" 1" X 3.126" X .5" MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 125" 5.000" 375" MIN.:- r---------------------I 1- - - - -I L—r-------------------J CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". Mull Dimension (sheet #) Mullion PGT Part # Std. Clip I Offset Clipi U-Clip z f 1" X 2" X .125" (5) 66605 1 666113M 6661118M 666243M 1" X2" -X .375" (6) 666006 6661141V! 6661119M 666244M 1" Y77C." V 47a" M aaan7 I naai4GRn ecc4��nnn e�cnerne --1 1.000" h- --1 1.000" 1- 1" X 4" X .375" MULLION 6063-T6 ALUM. X-SECTION 1.25" X 3.25" X .100" 1.25" X 3.25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 2.661 1"-- 1:377" 125' I 125" 30° .062"--1 .385" ---1 .820" F-- 1.25" X 3.94" X .624" MULLION 6005-T5 ALUM. X-SECTION q I 125" STANDARD CLIP 2.000" 6063-T6 ALUM. X-SECTION I r-.125" .740" , -j--j .125" I 2.'125 " U-I I 6063-T X-SE 125"y 5.500" CUT HERETO „ 375" 3.125„ -- -� CREATE F-CLIP, SEE 375 MIN.-' _ _ I I DETAIL F, SHEET4 I I I I i I I I I I I I I I I I I I I I I 1 2.875" I I 1 I I 1 I I 1 I 1 I I I I I I I I I I I l 101. I I I I I L_ STANDARD CLIP ZNTER OF ANCHOR HOLE MUST'LIE 6063-T6 ALUM. THIN THE DASHED BOUNDARY, SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". 3.469" 5.500" 1.877" 125' .375" 375" MIN. I I I I I I I I I I I I I I I I I 45' 2.250" I I I I I 1 CENTER OF ANCh DASHED BOUNDP ANCHOR O.0 HOLE DIAME' CEO ANC MU: THE SOL SHE FOF ANC DIS' MA) AN( DIAL ANC DIAL U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Vall F 3 G 1. H 2. 1 3, F 3.. G 0. H 2. 1 3. F 2. G 0. H 1. I 3. EXAMPLE 1: SINGLE VERTICAL MULLION MUI LEI NO ANCHORS IN HEAD �- SEE SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL\ 2-3 _LION IGTH 4 SEE ETAILS, [SHEETS 2-3 NO ANCHORS IN WINDOW SILL 32' 3Z' MULL WIDTH OPENING WIDTH EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, MULL WIDTH-71 [-- SHEETS 2,3 -%�- SEE .SEE FENESTRATION DETAILS PRODUCTS SHEETS APPROVAL. 24 � tL VERTICAL I MULLION L LENGTH & OPENING -J ~ SEE DETAILS, SHEETS 2-4 SEE. DETAIL E, SHEET 3 HEIGHT FOR HORIZ. MULLION 72 SEE DETAILS, SHEETS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". TH6 O 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING 1 RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE 1 DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGEI FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DE NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 Les. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 886 LBS. THOUGH EITHER ONE COULD BE USED, THI 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND' 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 DETERI THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY R (60 PSF) X ( 636 LBS ` ) = 524.9 LBS (MAY BE, USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WIT 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 TI- MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE 1 FROM TABLE 3A, SHEET 7, THE 1" X 2.76" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DI 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 LI BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUST ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERN/ THE 73" DIMENSION (35-V2"+35-1/2"+2"=73"). .2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCF CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARI USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2,-GIVES AN AN( THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORN MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE C( USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAS REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY RE 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SI IAIMP IF Tt4r- 11A111 1 InN r l IP IAIFRF TO RF r..FNTFRFn WITHIN THE A" r.ARF Ml IST BF TAKFN TO MAINTAIN THE F EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED /'/ ',,oA00! / HINGED ��- (Iillr iJ, LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION EXAMPLES OF TRA LOADING OF HORIZONTAL MULLION