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Home My WebLink AboutNOA; Series PGT Clipped Extruded Aluminium Tube MullionMIAM4DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION REVIEWED FOR DEPARTMENT OF REGULAT 11805 SW 26 Street, Room 208 Miami, FL 33175-2474 BOARD AND CODE ADMINIS %9MFWAkMr0ER) T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPUN4yAt'OUN RECEIVED WwR.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive AUG 0 2 2021 North Venice, FL 34275 File COPS` 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: PSer-ies "PGT" Clipped`Extruded Aluminum Tube Mullion JL.M.L 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. MIAMI•DADE COUNTY `�f NOA No. 20-0406.03 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-51h Edition (2014) and FBC-61h Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. L� 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 61h Edition (2017) and with FBC 71 Edition (2020), prepared by manufacturer, dated 04/01/2020, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-61' Edition (2017) and FBC- P 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. 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 MULLIONS SEE DETAILS A THRU G; f SHEETS 2-4 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL F— SEE —� SEE DETAILS A-D,G,H; SHEETS 2-4 /SEE DETAILS HORIZONTAL A-D,G,H; MULL SHEETS 2-4 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL 'I LENGTH OPENING HEIGHT 1y MULL LENGTH --OPENING WIDTH-- i GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SIT EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OR MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OD ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMAN( INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHE[ RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE 1 SEE DETAIL; A THRU G; SHEETS 2-4 not 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAC DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVE 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 PROI 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 ANCHI PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT FOR HORIZONTAL SEE DETAIL E, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY CGI. I-----HORIZ. MULL LENGTH----1 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL I AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTE( REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GATC 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIR .CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS AR 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. OPENING HEIGHT FOR HORIZ. VERT. MULL y�' MULL LENGTH INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/Fl- FOR THE OPENING 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PR 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" ( 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT;) FROM TABLES 1A Th THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION CAPACITY (LBS/FT2) 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 C RFPRFqFNTC THE %AlINf11 OAn TRANCFPPP;=n Tr) TI-IF CI IRCTRATF RV TI-IF AAI(`94hi DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. rl .a SEE SHEETS 21-23 FOR HOLE LOCATIONS d EDGE m DISTANCE FOR WOOD / SCREWS L.250" MAX FOR ALL MULLIONS 4 \ ° v Q 4 o.. • v EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-16B DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) a I, .d I d d . I d v I d •• d OR EXTEQ THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-16B EDGE/END DISTANCE SEE TABLES 1 B-13B EDGE DISTANCE ° FOR MASONRY ANCHORS EMBEDMENT' , n BUCKSTRIP\� NOTCHED TO PROVIDE CLEARANCE 1 FOR MULL I CLIP. I I i I I I I I I � d EITHER THE �' 4 % I STANDARD OR OFFSET MULL d CLIP MAY BE ° 1 ° d INSTALLED BY v a THIS METHOD. 4 I ° a ' EXTERIOR d� 4 EDGE DISTANCE v ' FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-13B DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION I 1 I I • I ITYP.ANCHOR d • ' I I PER SUBSTRATE, I SEE TABLES 1 B-13B f I I• °•1 i I I I o •. EDGE DISTANCE • I I FOR MASONRY I' ANCHORS I I. I III vd .d v • .v d d ° v d . .d v d' 4 4 a_ ' AND U ATTACHMENT a:. •r BY OTHERS, ANT ° • 'b SEE NOTE 1, "n SHEET 1. MIN 2.7 KSI CONCRETE OR CMU INIRTAI I ATIr)KI NnTFR- AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1 B-1313 EDGE DISTANCE 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. i VARIES TOP VIEW VARIES �INTERSE U-CLIP MULLIC S (STAND) TYP. ANC —PER SUB; / SEE TABI 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"X4"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. INTO WOOD, STEEL,ALU6 OR MASONR' TABLE 1A Mullion Capacity Table Ibs1W Opening Width (for vertically-spanNrig mullions) or Opening Height (for horizontally-sparning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Tdang. Rectangular Traprrriang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trapridang. Rectangular Trap/Tdang. Rectant 1 X 2 X .125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum. Tube .5 w r � t � P A ; w Mullion U' a U _ N v U N a U� N a a m a U {Q N a n U c N a U_ _ ad a `�' G lU0 a f0 N N a� 1O (�' -U 10a m o a O ii m fl a s to O eo U m m m a m min a m m m a m m M m m w a s io c Lf a m a m a U m a m C7V m a n vCL w cc m UU m m m a m d .7 v t� _ v.�' C� v U U9 U C�� Uto-_ -0 Ua U Uv U_ Uv U .0 Uv U Uv U tia U Ua U_ Uv U O ,C G t j O t r 7 O t U .0 2_ ,L 7 >° .UC ,7 2 .UC 7 L 7 2 L 7 .�C 7 2 •� 2 �_ �G C d QCY 7 �G C N QK 7 �G C Qa' 7 �G G 0/ Q� 7 C 07 7 ^2G C C 7 a C y UCH r 7 a C Cr 7 y 7 N C y N CV, O' 3 N U 3 N d.-G 4(rr Qa �G QQ: �v �[R' �G Qa L'G Q� LG Qa' �v Q,� '�G Q� rLc 42 in 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.0 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 48 in 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 60,625 in 63.9 281 70.6 .234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 54 in 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 60 in 38,4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 J 3 63 in 33.1 181 35.3 155 27:6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143 66 in 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72 in 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 76In 18.9 125 19.7 109 15.7 125 16.8 107 78 in 1.7.5 118 18.2 104 TABLE 1 B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16" Elco 1/4" Elco 3/16" DeWalt 1/4" DeWalt 5/16" Elco 3/16" Elco 1/4" Elco 3/16" DeWalt 1/4" DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultmeon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance (n): 1" 2-11T 1" 2-1/2" 1" 2-1/2" 1" 2-112" 3.118" v 2-1/2' 1" 2-1/2" 1" 2-1/7' 1" 2-11. Embedment {in): 1-3/4" 1-3/4' 1-3/4' 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314, T 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/, 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 310 lbs 630 lbs 220 lbs B70 lbs 1644 lbs 270 Ibs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 58011 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs N/A N/A 320 lbs 1260 lbs 370 lbs WA NIA NIA 380 lbs N/A N/A N/A 740 lbs NIA NIP 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs- 1160 2 Anchors @ 0.45" Min. O.C. / U-Clip, Into. 126'Alum. (Fig. 4): N/A WA NIA NIA N/A WA N/A N/A NIA WA WA N/A WA NIA NIA N/A N/P 1 Anchor/ F-Clip (Fig. 5): 195 lbs 195 Its 2251bs 445lbs 155.lbs 315 lbs 110lbs 435 lbs 822 lbs 135lbs 140 lbs 177 lbs 370 lbs 115 lbs 185IW 1601bs 29011 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. t7): 240 Ibs 350 lbs N/A NIA 160lbs 630 lbs 185lbs WA WA WA 190 lbs WA WA NIA 370 lbs N/A NIP NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOW, FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SE ®db HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON O D D Mull Length c x "n -n m N A D :3Dm N W W C • C O A O N O m T N m w O m N C W N X X m m �op@ D u 0 pp >>>> s N ; s ° COTt co en y w > m 'A Cr w 0m m o rn rn w i°3 i"ii 8iv Mullion Capacity � O N +y. 0 o W N w -N y b� o Qbs/ft2)Cl)' o cfDi 0 c > N N N N W A A ut rn Anchor Capacity � n Q 1 V A N N CN7t m- A A O V o Required Ob.) ,' o �m'I 0 o Im o c0 m i. (0 ro o Mullion Capacity Qbs/ft2) -t g b� o a -l1 > w N V (D N w N 2 N. V w W w -4 a a w Anchor Capacity C S D R O Cn D n ., o f 3 m p j o rn CD m. -4 0 o N O) O) <0 c0 vt Required (lbs) N o a j w o Mullion Capacity = `N'd D rn c� • yi =J l) '� n n 7 A O) N O O 0) O N A A W Qbs/ft2) d iv D CI 7 C n � io o �i twv A o a o Anchor Capacity m t1 0rp UB co (a � � a N N w w A A o 0)V� Required Qbs) -^n Da.J°��z3 N m � � > N > V N N N N A P N V V7 CO w P c0 > V llMullion Capacity Qbs/ft2) p • VJ 0 C = 8 0 0 0� m O Z s = w N O • Cq -+ �' `n -+ a`' fO En�i N N o. w m W A 'o A OD Anchor Capacity Required u �O w s .i -4 w D� o_ m Obs) D g m@ to EY FF Era o w �(n a w Mullion Capacity Z N N ( . zn O - (O Qbs/ft2) .m �xw O Z t�ii Z �j Z 41 J.1 yC > `ts N N ON1 N N O A `�i fm O rn Anchor Capacity Z m e 0$ Cr $ N D y y c m not w o` A o V N Required Qbs) i o Z N rn O O 1. U o Mullion Capacity QbS/ft2) • D= a D N O pj B� 7 a w w o o Anchor Capacity w tE� `� w > ' m w w c • � N o w> -+ A ni w m Required Qbs) > 74 ca N l0 a wm w > Mullion Capacity C c c D .� c a c lu A '` u' c m • � w w . Q] )A' D -4 IV vt N rn w A w O �, Qbs/ft2) p n 07 v' Z N pN� w tO N O N �7 N o ONE m (Np N ? pA g tA71 Ql O V p� Uj N Anchor Capacity .N. mC41 .ji � m N '•� (O C d G iD r' .ln D C A N .P Required Qbs) C a Z r =$ frl CO2 m m m N O "' y N f0 N Ut w A w (D A rn V o A c �, Mullion Capacity -4 o V N N> D (n z (n m= qm O- DCOA f� J N O > co 0 W O N 6 tD 01 Qbs/fI2) - rIT w° � ch m C N N N w w w w Anchor Capacity m Z Q zo D$$ 0010> �= > m— m> > c CO M A a O c w -4 w w v o m o cw0 0'o Required Qbs) `O ZZ n OAi o Mullion Capacity0 o vv :"4 N r A$OD Oo Oe1 RmCO N N N w A A a Anchor Capacity z me z zrn?1 1 C mR N N O1 m A A O V prnp77 N Required (lbs) w i W w , w� Mullion Capacity> m D D b rn_ m zZ O V vt o> > m o in rn� Qbs/tit) I(C Cr L 'J` -I Z CO (p Z w V Z 2 T` >> N N N w w w s Anchor Capacity c3= z a a O $ O > A> c m N V Of M 07 N N W A [n V N rn V �D V V Required Qbs) `•° � r C o m !n N w N w A rn m oMullion Capacity r.. O 11pp -AA+ CpOp7��, Ww�p N9 O wO tOr -4 W w Qbs/tt2) of Z H D Crw c wf m a m o rn N o cA o Anchor Capacity . m N N w A A O O] V Required Qbs) -. > $ = 2m z zzzw> �. rn p a Mullion Capacity o D 0D Z Wwo; m S D@ `D Q w o N N N n N w cw a w m w `�i y Anchor Capacity '' n f° a � D ➢ a 0 � Required Qbs) 2' U p cn N N N - N P w o Mullion Capacity ; - p m z = Z> D T Z D m O Z n N O— s a m W O in a O P) N V V Qbs/ft2) O. >p N W A pi O1' Anchor Capacity Z m N p O+ C Q1, _ N O D �j N pN N NN Cn OOO ENO A A O OA1 W V n°3 Required (lbs) m �' w -+ V V w . O4 N N w A m w W m Mullion Capacity CCC D -n o i ? D 8 g o ...� �_ N+�� S_ m .. N N iN N w j' 11 tJ W C W 0 w O O fm W Qbs/fl2) O d z o z Q z o �, m rN, N j w w j Anchor Capacity rA -Zi7 D O r D` ST a 5T $ r> - - c' p ^� o V o o w w m rn V Required (Ibs) rn :-4 m (� o ,-w.i �,; $ Mullion Capacity � rQ n Cr (wWp _a N 7 I (O (O N N Cl� O A !D QbSIftZ) TABLE 3A Mullion Capacity Table (lbs/fe) Opening Width (for verficaily-spanning mullions) or Opening Height (for horizontally-spanNhg mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 x 2.75 x Rectangular Trap/Triang. Rectangular TrapITdang. Rectangular %p/Tdang. Rectangular Trap/Triang. Rectangular Trap/ Tdang. Rectangular Trap/Triang, Rectangular Trap/Tdang. Recta .375 Alum. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa Tube wV G a $Mullion U w c m UU c CryryVJ d UU U{] 'O d UrJ _ UFS •p UV UU G �_ UU UfV{Q1 G o U �' U o U r••' Uv t� Uv U_ Ua U UG S UG U U q U_ V a U pN O c a O O O ._ L 7 C C L 7 C (V $�•' L 7 C C t po .d„ 7 C (N� C Z+'7 -• .�„ L C W t C N t •7 G (N�j G G O d •� C r Q, •O. C as �- C W 7 N V 7 V L C y 7 OON" G • = N U C• C 7 01 .0 per• C 7 _ V CT O = V O .; ¢IK �' a� �� a� �� a� ¢� �� ao g� a� �� as �� ¢rr 61 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.b 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 48in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 '170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 50.625In 170.0 747 170.0 5.63 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 64in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.6 907 146.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 60 in 141.1 1 735 161.5 1 625 117.6 735 1 130.3 611 100.81 735 1 116.0 599 88.2 735 106,2 590 78.4 736 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 60.4 63in 121.9 666 130.6 570 101.6 666 111.5 457 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 666 79.8 526 50.8 666 75.8 521 43.5 z 661n 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 J 72in 81.6 510 85.6 443 68.0 510 73.0 434 58.3 510 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 610 45.9 402 29.2 76in 69.4 458 72.5 400 57.8 456 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 24.8 78 in 64.2 435 67.0 381 53.5 435 56.8 '373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 35t 26.8 435 34.4 344 22.9 90in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 96in 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287. 16.9 232 108 in 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 7 16.0 195 111in 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 1 16.6 188 120 in 17.6 184 1 17.9 167 TABLE 3B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16" Elco 1/4" Elco 3/16" DeWalt 114" DeWalt 5/16" Elco 3/16" Elco 114' Elco 3/16" DeWalt 1/4" DeWal Capacity Ultracon Uitrecon Ultracon+ Ultracon+ Uitracon Ul(racon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance (tn): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2 1" 2-112" 3-1/8" 1" 2-1/2" 1" 2-1/2" V 2-1/2" 1" 2-1 Embedment (In): 1-3/4" 1-34- 1-3/4" 1-34' 13/4" 13/4" 1-3/4" 1.3/4" 2" 1-114" 14/4" 14/4" 1-1/4" 1-1/4" 1-114, 14/4" 1-1 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 310 lbs 630 lbs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354• lbs 740 lbs 230 lbs 370 lbs 320 lbs 580 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A NIA 320 lbs 1260 Ibs 37o lbs NIA WA WA 380 lbs NIA WA N/A lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angie Clips / (Fig. 3): 780 Ibs 780 Ibs 680 lbs 1660 lbs 620lbs 12601bs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 740 Its WA 640 lbs N 1161 2 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): WA WA N/A WA WA N/A N/A N/A WA WA WA WA WA N/A N/A N/A N 1 Anchor/ F-Gip (Fig. 5): 195 Ibs 195 Its 225 Ibs 446lbs 155lbs 315 lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 lbs- 370 lbs 115 lbs 185 Ibs 160 lbs 290 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6):1 240 lbs 1 350 lbs NIA WA 160 lbs 630 lbs 185 lbs NIA NIA WA 190 lbs NIA WA N/A 370 lbs NIA N NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �jCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHE FIGURE 1: FIGURE 2' TABLE NOTES: 1) SEE SHEET 1 FOR. INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORM ____-.._ L+CC c�urr•rr+ n . rr.r•. .-..-...-..... ........... ..r...... ..�..___ TABLE 4A Mullion Capacity Table Ibsfle) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 10 in 80 in 90 in 100 In 120 in 1 x 2.75 x Rectangular Trap/Wang, Rectangular Trap/Wang. Rectangular Trap/Triang. Rectangular Trap/Wang. Rectangular Trap/Wang. Rectangular Trap/Triang. Rectangular TraplWang. Rectanc Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadu Alum. .650 Tube Al Al Z" 2 W _ W WMYIIIOn W N _ N Wn Nst Wn _ Wa13 nW _ Wa� aW Wa a` aW BT. 'C •C W U W C U 'O W U {O G U .O ly U W G W U fp r-• U 'p W U W C U a W U W G U a W U W G U {p U I O C 2 R' C G_ O O_ O O (� O O _ (�{ O _ (� O W (fir O W O W (�7 W 'DiL `2 'O 7 GCO, m O N L 7 O •� L 7 O O' jq t 7 O O• L 7 O tT C m O y U 7 C O y U O' C N C C O V O' C N O 7 yy C=.1 O !C - O n C O - 7 N L OCCR. O• O .0 UCH O C Q Q' G Q (L' C Q C% ,� Td G Q (L' G Q R• ,� is G Q (L' .L G a (L' ,p 22' G Q 2' ,Np � G Q K .2 .L' G C W Q R' La- G N Q� cL G Q Q' MA 42in 170.0 620 170.0 435 170.0 744 1 170.0 478 1 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 48 in 170.0 708 170.0 524 170.0 $50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 IM7 170.0 680 141.7 1417 170.0 680 121.5 60.825 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 j 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 60 in 170.0 885 170.0 701 146.5 915 1 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 67.9 916 118.5 720 73.2 915 114.4 715 62.8 s 63in 151.8 830 161.9 1 710 126.5 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 .670 84.4 830 104.6 W2 75.9 030 99.4 656 63.3 830 94.5 649 54.2 C 66in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.5 757 96.1 614 73.4 757 89.1 606 66.0 757 84.2 600 55.0 757 79.0 593 47.2 72in 101.7 636 106.8 552 84.8 636 91.0 540 1 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 57i 76.8 488 61. 571 67.4 479 54.1 571 60.6 471 48.0 571 65.5 464 43.2 571 51.8 571 459 36.0 47.0 451 30.9 78 in 80.0 542 83.4 474 66.7 542 70.8 46.5 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 26.6 90 in 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 28.0 407 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 21.0 269 15.3 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 . 15.1 283 16.5 .237 111 in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15.4 21 16.5 228 120 in 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 TABLE 4B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Anchor Type: YPe• 3/16" Elco 1/4" Elco 3/16" DeWaR 1/4" DeWalt 5/16" Elco 3116" Elco 1/4" Elco 3116" DeWalt 114" DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracoh Ullracon Ultracbn Ultracon+ Ultracon+ (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' 1" 2-1/2" 3-1/8" 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1 /; 2 Anchors @ 4.75" Min. O.C. 1 Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890lbs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 16441bs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 580 I 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A NIA 320 Ibs 1260 Ibs 370 Ibs WA WA N/A 380 Ibs WA NIA NIA 740 Ibs N/A N/A 4 Anchors @ 3" Min. O.C. 1(2) 2x5 Angie Clips / (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1660 Ibs 620 Ibs 1260 Ibs 440 lbs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 2 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): WA N/A N/A WA N/A NIA N/A N/A WA N/A N/A WA NIA NIA NIA NIA N/A 1 Anchor/ F-Clip(Fig. 5): 195lbs 195lbs 225lbs 445lbs 155lbs 315lbs 110lbs 435 Ibs 822lbs 135lbs 140lbs 177Ibs 370lbs 115Ips 185lbs 160lbs 2901 2Anchors @ 1.15" Min. O.C:/ F-Clip (Fig. 6): 240 Ibs 350 ibs NIA WA 160lbs 630 Ibs 185lbs WA WA WA 190 Ibs N/A WA N/A 370 Ibs N/A N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C76D CIRCLED VALUES ARE USED IN THE EXAMPLE ON S FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIO SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 5A Mullion Capactf Table 1bsHt2 Opening Width (for vertically -spanning mdliorls) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 1 80 in 90 In I 100 in 1 120 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular TraplTdang. Rectanl 1" x 3.125" X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loads .500" Alum '1 'a- � 'a � Z, Z, z �a r &a -b Z Z Tube Mull W G W WG C C n - c�W G oa a C L n o a o a nn a �a�n o �Z, c- a c 0- n b"Zc. 0 g$_ y a a n U U a V U p U_ U 'D U U p W U W U a W U W U p W U_ W V U -p U_ W G U y W U fO G U a W U W G U p W U_ W G U R W G W W G W W G W C N G C o L C N C C p L C O C C O G C O 's C .d. t .� C NN C O. C C O C N O C O C t� o 12 C C t7 •7 C O .0 O L UU. W _ 3 ,C > C N 7 L 7 C m _ 7 L) Cr_ 7 2 0 0,C _ 7 .0 7 _ 7 t 7 C _ L 7 _ G Sr G KU p �N., _ 7 L C fN� t O' 5 y L (CC.�1.� iT 752 •2 G Q O' .Q O Q `L.G QW r2G C W QQ' .O "2v CC��, W Q .p �Lv G N Q in p 2G C p1 Q(L', A ^LG C Q1 Q� �G C m Q 2'- 2.-v QK' 7 `2 �. Q2G ra Q� CCi�3 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 86a 170.0 506 170.0 992 170.0 519 170.0 1116 .170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170,0 48 in 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 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 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1.70.0 756 141.7 1495 170.0 756 121.5 54 in 170,0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 11158.51 1166 170.0 878 138.7 1156 167.0 928 123.3 1166 156.5 917 111.0 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 1049 125.5 828 79.9 1049 119.3 820 68.5 66 in 166.8 955 170.0 789 139.0 955. 151.3 804 119.1 955 133.7 788 104.2 955 121.4 776 92.6 955 112.E 765 83.4 955 106.4 767 69.5 955 99.8 749 59.6 J 72 in 128.5 803 134.9 697 107.0 803 1.14.9 662 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 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 54.6 121 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 56.1 684 64.4 $58 50.5 684 59.9 551 42.1 684 54.1 541 36.1 90 in 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 614 37.3 421 27.4 614 33.0 412 23.5 96 in 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 36.4 384 1 30.1 1 452 32.9 378 1 27.1 452 30.3 373 22.6 452 26.6 365 19.4 1081 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 22.7 303 19.0 357 20.8 299 15.9 357 16.0 293 13.6 III in 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 12.5 720 in 27.7 289 28.2 263 23.1 289 23.7 259 19.6 1 289 20.5 256 17.3 289 1 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 Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor AnchorT yam' 3116' Elco 1/47 Eloo 3/16" DeWalt 1/4" DeWalt 5/16" 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 (in): 1" 2-1/2" 1" 2-112" 1" 2-1/2" 1" 2-1/2' 3-1/8" 1" 2 1i2 1" 2-1/2" 1" 2-1/2' 1" 2-1/ Embedment(in): 1-314" 1-3/4" 1-3/4" 1-314" 1-314" 1-314" 1-3/4" 1-3/4' 2" 1-1/4" 1-114" 1-1/4' 1-114" 1-1/4" 14/4' 14/4" 1-1/ 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 flu 890lbs 310lbs 630 Ibs 220 lbs 870 lbs 1644lbs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 5801 4 Anchors @ 1.15" Min. O.C. I Standard (or Offset) Clip (Fig: 2): 480 Ibs 700 Ibs N/A NIA 320 Ibs 1260 Ibs 370 Ibs NIA WA NIA 380 Ibs WA WA NIA 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 620 Ibs 1260 Ibs 440 Ibs 1740 lbs 18961bs 540 Ibs 560 Ibs WA 760 Ibs 460 IN 740 Ibs 640 Ibs 1160 3 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): NIA WA NIA WA N/A NIA NIA WA WA WA WA WA WA N/A N/A N/A N0 1 Anchor / F-Clip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 446 Ibs 1551bs 3151bs 110 Ibs 435 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 lbs 115 Ids 185 Ibs 160 Ibs 290 2 Anchors, @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 Ibs 350 Ibs N/A WA 160(bs 630 lbs 185 Ibs WA WA NIA 190 Ibs N/A WA NIA 370 Ibs NIA N// NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • 0 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 (IbsW) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 X 4 X .125 Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Re I Alum. Tube Mullion n O f(nn o c� U Cr it 0 c �_ O .NO 0 _ nil �b U 3p` 5 W o 1O a ci O a ii m w ac civ _` C c� m a �_ 7 min as �� IS .9G .0 C W Q n m a c� ,Np g G S min C, 3 L UCH Q�f Q n m a. (� •,L 7 a g G min as U t= C y Q Ix o n 0 0 71 z 22 v W ca 0a L= C m Q s c ci_ 0y 7 .G .i' v i,G C Z` C Q a CL �{ 7 a C^" G �G L7y C m Q K ii fn 7 ,O G v �ti L L Q ri �_ C_ G U� y+ 7 VCR Q Ir o �_ C C G 0 ci o p t Q 0� �_ C G ^2 G 0 ,G Q' R' C C 6 ci.0 0 Z Q tr n G LIC1, 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• 141 48 in 170.0 708 170.0 524 170.6 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 186.3 1303 170.0 680 130.3 1303 170.0 680 Ili 50.625 in 170.0 747 170.0 563 170.0 896 '170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 766 117.1 1235 170.0 756 IN 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 88 60 in 170.0 885 170.0 701 166.71 10421 170.0 797 1 142.91 1042 161.1 832 125.1 10421 146.7 815 111.2 1042 136.8 801 100.01 10421 130.2 791 83.4 1042 125.1 782' 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 90.7 992 114.8 768 75.6 992 108.4 745 64 rs 66.in 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 762 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59 72in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 75.5 849 68.7 686 67.9 849 82.7 675 56.6 849 75.3 659 48 =� 76in 115.6 762 120.7 665 96.3 762 102.6 652 82.5 762 90.0 640 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 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 67.3 573 38 90in 69.6 543 71.8 483 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 468 38.6 543 42.8 452 34.8 543 '39.5 446 29.0 543 34.9 436 24 96in 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 20 108in 40.3 377 41.1 1 341 33.5 377 34.6 335 1 28.8 1 377 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 Ill 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 16.4 357 17.4 294 120in 29.3 306 29.8 279 24.5 1 306 26.1 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 306 17.3 263 144 in 17.0 1 212 17.2 196 11H 1 111 1! TABLE 6B Anchor Capacity (Ibs) Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Type: 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 3116" DeWalt Ultracon+ 114' De Ultraa Edge Distance (in): 1" 2-112" 1" 2-1/2" 1" 2-1/2 1" 2-1/2" 31/B 1" 2-1/2" 1" 1 2-1/2" 1" 2-1/2" 1" Embedment Qn): 1-3/4" 1-3/4" 1-3/4" 1-314" 1-314" 1 1-314' 1-34' 1-314" 2" 1-114" 1-1l4" 1-1/4" 1-114" 14/4" 1-1/4, 1-1/4" 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390 Ibs 390 Ibs 450 Ibs 890 lbs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644lbs 270 Ibs 280 Ibs 354 lbs 740 Ibs 230 Ibs 370 Ibs 320lbs 4 Anchors @ 2.25" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 7001t>s 700 Ibs 580 Ibs 1410 Ibs 620 Ibs 1260lbs 420 Ibs 17201bs 952 Ibs N/A 560 Ibs WA 630 Ibs 390 Ibs 740 Ibs 510 Ibs 8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 960lbs 1400 Ibs NIA WA 640 Ibs 2520 lbs 740 lbs WA N/A WA 760 Ibs WA WA N/A 1480 Ibs N/A 4 Anchors @ 3" Min. O.C.1(2) 20 Angle Clips / (Fig. 5): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440lbs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 740 lbs 640 lbs 6 Anchors @ 3" Min. O.C. 1(2) 2x5 Angle Clips / (Fig. 6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 930 Ibs 1890 lbs 660 Ibs 2610 Ibs 2844 Ibs 810 Ibs 840 Ibs WA 1140lbs 690 Ibs-j 1110 Ibs 960 ibs 4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 7): WA NIA NIA WA WA WA N/A WA WA WA NGq WA N/A N/A N/A NA 2 Anchors @ 2.25" Min. O.C./ F-Clip (Fig. 8): 350 ibs 350'Ibs 290 Ibs 7051bs 3101bs 630 Ibs 210lbs 860 Ibs 476 Ibs WA 280 Ibs WA 315 Ibs 195 Ibs 370 Ibs 255 Ibs 4 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 9): 480 Ibs 700 Ibs N/A WA 320lbs 1260 Ibs 370lbs WA WA WA 3801bs N/A WA NI 740 Ibs N/A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURF 3: FIGI IRF A- PIM tray= u• r=rr±r for= e. TABLE 7A 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 4 x .375 Alum. Tube Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Traprilclang. Loading Rectangular Loading Trap/iHang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectal Loac & ..T.. Wco te`a r a�G •0sau:r o >�W c$ a) 0. 9W o z o v Z' 0. z; n i Z' o Z' m Z� Z% Li QQ Z� W Z' LWc c < z; �W}� zl is � nv c ' Q ;g% t5 o s_ z^ c z;` a Z" Wng Z� 11 o.g TO aWo- oac aMullion 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 176.0 521 176.0 1240 170.0 521 170.0 1488 170.0 521. 170.0 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.Q 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170:0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 60in 170.0 885 170.0 701 170..0 10631 170.0 797 11 170.01 1240 170.01 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302. 170.0 940 170.0 1 1408 170.0 1015 1 156.7 1642 170.01 1076 141.01 1542 1 170.0 1122 117.5 1542 168.5 1158 100J w rn 66in 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 d J 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 12&6 1049 88.0 1320 117.0 1024 76.4 76 in 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.E 931 92.3 1124 105.8 916 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 90in 108.1 844 111.5 760 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 844 61.4 693 46.0 844 54.2 678 38.6 96 in 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 108 in 62.6 586 63.9 530 52.1 586 53.8 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 26A 586 29.6 481 22.3 III In 57.6 555 58.8 503 48.0 555 49.5 495 1 41.2 555 42.9 487 36:0 555 38.0 460 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 120in 45.6 475 46.4 433 38.0 475 39.0 426 32.6 475 33.7 420 28.5 475 29.8 414 25.3 476 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 144in 26.4 330 26.7 305 22.0 330 22.4 391 18.9 1 330 19.3 297 11 16.5 330 17.0 293 TABLE 7B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Capacity (lbs) Anchor Type: 3116" Elco Ultracon 114' Elco Ultracon 3fi6" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 114" Elco Ultracon 3/16" DeWalt Ultracon+ 1 4' DeWalt Ultracon+ Edge Distance (n): 1" 2-1/2" 1" 2-1/2" 1" 2-12' 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/: Embedment(in): 1-314" 1.3N' 1-3/4" 1-314' 1-3f4" 1-3/4" 1-34' 1-3/4" 2" 1-1/4" 1-1/4" 1-114' 1-1/4" 1-1/4" 1414' 1-1/4" 1-1/, 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390 lbs 390 lbs 450 lbs 890 lbs 310 lbs 630lbs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 5801 4 Anchors @ 225" Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700 lbs 700 lbs 580 lbs 1410 lbs 620 lbs 1260 lbs 420 lbs 1720lbs 952 lbs WA 660 lbs N/A 630lbs 390 lbs 740 lbs 510 lbs 1060 8 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 960lbs 1400 lbs WA NIA 640 lbs 2520 lbs 740 lbs N/A WA WA 760 lbs WA WA NIA 1480 lbs N/A W/ 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips f (Fig. 5): 780 lbs 780 lbs 680 lbs; 1560 lbs; 620 lbs 1260 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs WA 760 lbs 460 lbs; 740 lbs 640 lbs 1160 6 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1170 lbs 1170 Ibs 1020 lbs 2340 lbs 930 lbs 1890 Its 660 lbs 2610lbs 2844 lbs 810 lbs 840 lbs WA 1140 lbs 690 lbs 111016s 960 lbs; 1740 4 Anchors @ 0,45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 7): NIA WA WA WA N/A WA WA WA WA WA WA WA WA NIA NIA WA NU -2 Anchors @ 2.25" Min. O.C./ F-Clfp (Fig. 8):1 350 lbs 1 350lbs 1 2901bs 705 Ibs 3101bs1 630 lb. 210 lbs 860 lbs 476 lb. WA 280 Ibs WA 315 Ibs 195lbs 370 ibs 255 lbs 5301 4 Anchors @ 1:15" Min. O.C.1 F-Clip (Fig. 9):1 480 lbs 1 700 lbs I N/A N/A 1 320lbs 1 1260 lbs 370 lbs NIA N/A WA 380 lbs WA WA N/A 740 lbs WA W/ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: F1G11RF 1 • piral iar 0- rrr_r ror a• rrr-11 1010 A. trill .roc 11 SEE SHEET 1 FOR INSTRUCTIONS ON LISING THE TARLF.R ANn GHFFT 9s F:nR lNF TABLE 8A Mullion Capacity Table (lbsfii ) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in -1.25" x 3.188" x Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Traprrriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Recta Loa .266" Alum Tube MUII o c CO O N NN c 2: 'o a� L CUB Ci ¢ a' 41 - c C O y G Al & a Nn O L 3 CCO,� Q (r u n O (y y G o a s a t CC,1 a `0 8 O (� y eL •� v _ �° `� c�� CV, Q a � O d o o �� C �_ f=.7 Q. a ci_ C p yy G Z n a ' 3� p V' Q' C� N Q a OM G O 7 G n `_� an S- r V T C N Q a o n C O G u a n a O � iLC.�I ¢ �° 8 G O (� - y G `' U ` d_ (•CC,I Q v a G O (�} 2 ^2 G °� a� cia -d.. U O• i., N 4 tY o 0 C O g G o f°a A 42b �d.. V •p• C N Q LY c� ci C o G 8� ip •7V C Q Q• r; O_ 3 U ci_ O .�. _ cis U p3• cS_ O N 42in 170:0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 60.626 in 170.0 747 170.0 563 170.0 896 170.0 631 1.70.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170A 756 139.2 1468 170.0 756 119.3 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 60in 170.0 1 885 170.0 701 170.0 1063 170.0 797 1 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 166.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 63 in 170.0 930 170.0 745 160.1 1051 170.0 850 1 137.21 1061 155:9 862 120.1 1051 142.0 848 1106-11 1051 1 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 66 in 167.1 1 957 170.0 789 139.3 957 151.6 605 1 119.4 957 1 134.0 790 104.4 957 121.6 777 92.8 1 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 760 59.7 72 in 128.7 804 135.2 698 107.3 $04 115.2 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 7 76in 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 78 in 101.2 685 105.6 600 84.4 685 89.6 588 72.3 685 78.5 577 63.3 685 70.5 .568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 686 54.3 543 36.2 90in 65.9 515 68.0 467 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 616 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 96in 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 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 108in 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 16.9 358 18.0 293 111In 35.1 338 35.8 306 29.3 338 30.1 301 26.1 338 26.1 297 22.0 338 23.2 283 19.6 338 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 16.2 253 15.4 290 16.4 249 144 in 16.1 201 16.3 186 TABLE 8B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Capacity AnchorT YPe= 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5/16" Elce Ultracon 3116" Eloo Ultracon 1/4" Eleo Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ (lbs) Edge Distance (n). 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2' 1" 2-1/2" 1" 2-14 Embedment On): 1-3/4" 1-314' 1-3/4'_ 1-39' 1-314" 1-3/4" 1-314" 1-W' 2" 1-1/4" 1-1/4" 1-114, 1-1/4" 1-1/4" 14/4" 1-1/4" 14j 2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 3101bs 630 lbs 220lbs 870 Ibs 1644 lbs 1 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 580 4 Anchors @ 1.15" Min: O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs N/A WA 320 lbs 1260 lbs 370 lbs N/A WA WA. 380 lbs I WA NIA NIA 740 lbs N/A W, 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780 lbs 680 lbs 1560 lbs 6201bs 1260 lbs 440 lbs 1740 lbs. 1896lbs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs 116C 4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 4): WA WA N/A WA WA WA NIA WA N/A WA N A WA WA NIA N/A NIA N/, 1 Anchor/ F-Clip (Fig. 5): 195 lbs 195 ibs 225 Ibs 445 Ibs 155lbs 315 ibs 110 Ibs 435 ibs 822 Ibs 135 Ibs 140 Ibs 177 lbs 370 lbs 115 lbs 185 lbs 160 lbs 290 2 Anchors @ 1.15" Min. O.C./ F-.Clip (Fig. 6): 240 lbs 350 Ibs NIA WA 160 Ibs 630 lbs 185 Ibs WA WA WA 190 Ibs WA WA N/q 37D Ibs NIA N! NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR FIGURE 1: FIGURE PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 2: 91 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR I ON LOADING_ RFF RHFFT.R9=4 FOR GFNFRAI INRTAI I ATICIN a/IGTI-InnC W J to a m` (sql) paJ!nbab Of C Alpedoo Joq*Uy A m N W m W V A A W m O V V V M M N U (L8/slI) m m st N N N ? m N M N u7 D: 6UOedeo UOtllnW A m �n v M N N N r C1 N C (sql) pailnbab `' 41mdeo JOyDuV N u� O W m (n m m N u� W M co u� m N Y•1 M W v co O v A m M co {} /7 W m N (D M N C �p O M m CO m M r A 0 F e ,N Alpedeo uolllnW r' O m r N CD n m m m N (sql) peJlnbab m A m m 0 'm = cn.c �t)loede� Joyouy W m A � (O Ln C Q M N O U 0 (�1/Sgl) � m m M A m m m e T A to Q m N N � C Ilpoedq uoIIInW aAD m c c (sql) paJlnbeb (� m omi m, c ti co 'o ti v a N C Appel 'PJ' JoyouV h W W co to w v v M co N N VJ N O m W m o A m A N A m �- m (p V N M N # Ol 0 lln (sql) pe . �l m A N (m0 R r� A m (mD V M Of Nco i /�)IOede0 JOyOud s m m co A m m �n < co N V 42 « N v U C I 1' (�)/SqU M M A A (D m W V N W N In Z � o: 6lloedso uoIIInW � w P m (Mn a (mo m N r (sqo pallnbab A m o N m v m W o W v m Apedeo JoyO� ((f m m m W m m R M Un m a v A M m M A (V N U) C c ra IS O O O O C J U O .- N m N M W r M O C f' A)IDEd.0 UOIIInW O r O r r O r co r- LO v v N N = „ (sqo paJlnbea �R m A m m A R ` O O o' ~ N rn? Alloedeo J0y0UV rn mW n m (O w my v co N C (ylNsgl) C C W m r N N m V O J cc C 7 C W D: F)losdeo -IIInW ' M w m: v ami (m+, N °' C� _ (sqo paiinbab m mo 4M M Q g N$ CO o m CO (CO G /gloedED JOyouy CL O C tC m I� V M co m m V m ? ui m m tU vi N (d V _ (0 C I()IOede.o U011lnW aA- m r R O r, m A W0 V V N N r r tl O m y V p� G (sql) paJlnbab A)IOEdEo.1040 / N CD m m A m A N m m m m m V A A A co A m m m (n m Q V v N M M m N O 10 N W N v c o (i5gl) C CR m M M m N J R)loedeo uoIIInW eA- ;co! �- W A W to m V v V N N 7 c (sq� pellnbab m c O M V m M m m O Lo m o N M O m N A V m N m o m C .0 w m e lgloede�JOyOUtj Lo m m m ($ w 10 v M M N N N r 'O , O C O C O O m M m ' Q CDc M (6 N a W M V M W Q. O 0 I- F)10edeo uoIIInW � � � � r� m w uoi rNi N ti (sql) peJlnbeb m m A m W A A m In N O m w � cooedeo JOyOUb 'coo A m N W Wm m m U') V v M N N N ( sqo O nO (V N M W Mo O o N m 6)DeuolllnW mm 6 w oi NI CU (sqO poJlnbab load J OU W A V v W an m W o W m u7 i0 o v m M m M m N 40 N p O N o A (D C '�'"/�I) C C C C (V (7 N W 1, O M r V M W J G F /IjIOEd[� uolllnW r r r r r LLA7 M N N m (sqo pallnbeb V O m m m A A m n N O m A O m O lOyOu\J v A . m m co m m V A A m W h .W V a V M M m N M N N m r CD IC)IO2dPa (ZII/sgli o 0 0 ID v J a 6)loedq uolllnW o � c �; c o (D (� o of m m m c u� v u� M Di N c N (d v (sql) paJlnbab 0 v M N v m o o W A w o m A o cc c �losde� mgouV Q (NO ImLi (O to r F- � '°� iill/sq!) o C A 0 C n 0 O o O A m m o (V r r A o W a .- r N m EL c ~ �i)IOedeJ uoIIInW T aAo � m a M N N m (sql) pailnbab o m A A m A A W In N o W A CLA41,;.;10JOyOut/M N O V m V A N N N O O O O N A (D m m N V O 'm m mC, uDIIIDW A T A v N I�q o OND oA (mo a m N N A to ar O O: N V W V (Np O m M m W (D N A W A m A O m m m O N X a- to C O X c (0 toBue-I uo)linW Q � " Z N Ol r lN7 � O Ll. C) N ,f = Q U O xm� �'02Q9Q�Q Z Z o Z r Z Q N W O �i mF o rr�Q°Q�Q N •= L... W U A A M J u.I Q v _ S � z � Z Z 55 _ w zOLU N iT a .O a W T M f(pp LL7 'Oa' r r 0 c Rs QAQ—aQ Co OOu a r 2 10 M N OI N U W Cg W 0 °D a Q a ¢ a Q (b N � Z W to = C6 W r W = (n 0W a LL' W V r C0 Q N a Q 3o N�Z�Z��O W W(9 m o F W Z `r ¢ -j w0 CO) ¢ Z (QJ' W I— 1 O Y M jp N r lh O( Q A W O oN r (D N r z C) (MD 0 Q `'j ZD�Qa m r Zln m to Fe • N m Z Z V Op OC W C)a} Q :� v m� �Z< m Zz r v amo (o (� .NO Q .�yO .L, `Qc W N W� N M n n O r m Q • iD � a CV `vpaaQ r. m� W N m' V .o Z m r N = U Z L • n a 0 6 a� G O1 O1 Q/ � O1 O) WC R C w 0 E M U CL U a U a U Q rnW m m y _R U ¢ � _ • W ofo `o U H _ o W v (a to ci V Q r �n J M U V O �j y c p o off,.. �2 QO V R M r in uvi N W C) n U o a` 0 a Q r R • N 7 < ^ lL TABLE 10A Mullion Capacity Table (Ibsife) Opening Width (forvedicaliy-spanning mt>llions) or Opening Height (forhorizontall"panning mtdlions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 125x325 x .624 Rectangular Loading Trap/rriang. Loading Rectangular Loading Trap/rdang- Loading Rectangular Loading Trap/rdang. Loading Rectangular Loading Trap/friang. Loading Rectangular Loading Trap/rdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapITriang. Loading Rectangular Loading. Alum. Tube Mullion W d a ., W N 6S Q r W O. •a r � ., W N dd Q z W O. 5 .0 G � ._ W N O.a.O U Q C W Q Q! s W 7 GL G �� W N t CCV.� O Q D: W �• ^2 G _ ip W - CVO O Q Q' k W 2 •� t G w W� W N D,d� L •� C C1 Q� M W 7 a �2 G w W A W N t 7 CCy.�.� d Q Q' � .M W G VCC O 7 �2 G W 0 W N d.0 W G U v t 7 C W Q Q: W W d W U •7 a is G T W r W N 4� W G U •p t C O Q Ot' W O. W t� C 7 �L G a W Gd W v U v .0 tr C d Q d^ d W U 2' 7 cL G a M W G V v L CVCO� W Q d: r d W U C r2 G W W G o v L CV, O Q D: T C. W V 7 p g ..i a W G M U C O Q it G W U ^2 G O.� W G U v 5V W -k a O. W U 7 .� v T M W G U G W Q 0: 42in 170.0 620 170.0 435 170.0 744 170.0 478 170-0 068 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 48in 170.0 708 170-0 524 170.0 850 170.0J63 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1760 170.0 680 169.7 1979 50.626in 170.0 747 170.0 663 170.0 896 170.0170.0 1046 170.0 68d 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 1677 54in 1T0.0 797 170.D 612 170.0 956 170.0170.0 1116 170.0 754 170.0 1275 170-0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 156.4 1759 170.0 861 134.1 1759 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1611 170.0 996 145.0 1611 170.0 1033 120-8 1511 170.0 1063 103-6 1511 63in 170.0 930 170.0 745 170.0 1116 170.0 860 170-0 1302 170.0 940 156.E 1370 170.0 1015 139.2 1370 170.0 1 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 89.5 1370 c66in 170-0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 16&6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.4 978 77.8 1248 ar J 72in 167.8 1D49 170.0 878 139.9 1049 150.2 892 119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 109-7 848 83.9 1049 102.7 838 69.9 1049 94.3 825 69.9 1049 0 76in 142.7 941 1 149.1 822 118.9 941 126.8 805 1101.9 941 111.2 791 89-2 941 100.0 7T7 79.3 941 91-7 766 1 71.4 941 65.5 1 767 59.5 941 7T6 744 1 51.0 941 78in 132.0 894 137.6 703 110-0 894 116.9 767 94.3 894 102.4 753 82.6 894 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 55.0 694 70.7 707 47.1 694 90 in 85.9 671 08.7 596 71.6 671 74.9 585 61.4 671 65.3 575 53.7 671 58.2 566 47.7 671 52.9 566 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 96 in 70.8 590 72.8 627 59A 590 61A 518 50.6 590 53.4 509 44-3 590 47.6 502 39.3 590 43.0 494 35.4 590 39.6 488 29.5 690 34.7 477 25.3 590 108in 49.7 466 50.8 421 41.4 466 42.8 414 36.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 382 17.8 466 ill in 45.8 441 46-7 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25A 441 27.2 376 22-9 441 24.9 1 372 19.1 441 21.5 363 16A 441 120in 1 36.3 378 36.9 344 30.2 378 31A 339 26.9 1 376 26:8 334 22.7 37B 23.7 329 20.1 378 21.3 325 18.1 1 378 19.5 321 15.1 378 16.7 314 144in 1 21.0 262 21.2 1 242 1 17.5 262 17.8 239 16.0 1 262 16.3 236 TABLE106 Anchor Capacity Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4' DeWalt Ultracon+ 5/16" Elco Ultracon 3116" Elco Ultracon 114' Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWall Ultracon+ (lbs) Edge Distance (in): 1" 2Al2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-112" 1" 2-112" 1" 2-1 Embedment (in): 1-3/4" 1-3/4" 1-314' 1-314" 1-3/4" 1-3/4" 1-314" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1. 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs I 450.lbs lbs310lbs 630 lbs 220 lbs 870 lbs 1644lbs 270 Its 280 lbs 354 lbs 740 lbs 230 Ibs 370 Ibs 320 Ibs 580 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 lbs WA 320 lbs 1260 lbs 370 lbs N/A N/A WA 380 lbs N/A NIA N/A 740 lbs WA N/ 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780lbs 6801bs lbs M445lbs 620 Ibs 1260 lbs 440 Ibs 1740 Ibs 1896lbs 540 lbs 560 lbs WA 760 lbs 460 lbs 740lbs 640 lbs 116f 3Anchors @ 0.54" Min. O.C. / U-Clip, Into .100" Alum. (Fig. 4): N/A N/A N/A N/A WA WA N/A WA N/A N/A N/A N/A NIA N/A WA NI 1 Anchor / F-Clip (Fig. 5): 195 Ibs 195 lbs 225 Ibs 155 lbs 915Ibs 110Ibs 435Ibs 822 Ibs 1351bs 140 Ibs 177tbs 370Ibs 115Ibs 165Ibs 160 Ibs 290 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6): 240 Ibs 350Ibs WA 160 lbs; 630 I I 185 Ibs N/A NIA WA 190 lbs; WA WA N/A 370 lbs WA W 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 Qbs1'Etz) Opening Wdth (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 W 1.25 X 3.94 X.624 Rectangular Loading TraprTriang. Loading Rectangular Loading Trap/rriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/rriang. Loading Rectangular Loading Trapfrdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trapfrriang. Loading Rectangular Loading Alum. Tube CW. U Cts _ W N O W U W L Q Q' W G wh'-. G W N W L CVO O Q C W C 3 a ^2 G W N r? .0 •3 C O Q Q' z- W C .s _ d G W O �_ L 7 CVC.O� W Q W C ey =C d 2 G W O ._ .0 7 C W Q C' W C '� 7 N G U v O O= .0 V O Q D: W U C N G .0 U a O L VC�. O Q W O U C N cG G W N C W U y O O L 7 CVCO� W Q C W COGO W U O `�.- - N c� v Wa W U v t •� V O Q (�' W W U O - N L� G W N C W U v 9 L •� V Q Q D_' W . U O KJ - y N W W U v O L •� CVcO� T W W U O - G 0 W U v A L •C U5 Q O Q tr W M W U O �• '� N V V •aA - W N O W G U ml L V Cr c W Q K .aA W 6 W U O �.. •C cL G ZACd- W N W G U y m t C N Q C ;A0. WRW U O �'S' C •p .L G AW ZMullionW 0-0 W O A L 7 � 42in 170.0 620 170.0 436 170.0 744 170.0 478 170A 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 48in 170.0 708 170.0 524 170.0 660 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 50.625in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 1944 170.0 1594 1170.0 996 170.0 1 1771 170.0 1 1033 170.0 2125 170.0 1063 148.3 2163 .c 63in 170.0 930 170,0 745 170.0 1116 170.0 850 iTO.D 1302 170.0 940 170.0 14BB 170.0 1016 170.0 1673 170.0 1076 170.0 1859 170.0 1122 1.66.9 2060 170.0 1169 134.5 2060 C 66in 170.0 974 170.0 769 17D.0 1 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.6 1966 m J 72in 170.0 1063 170.0 1 878 170.0 1275 170.0 1009 170.0 1480 170.0 1 1126 1 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 o 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1656 1652 1286 131.1 1556 151.6 1266 117.9 1556 141.3 1251 98.3 1656 128.3 1229 842 1556 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1246 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 90in 142.0 1110 146.5 986 118A 1110 123.9 968 101.6 1110 107.9 951 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 69.2 1110 71.3 891 60.7 1110 96in 117.0 975 120.3 872 97.5 975 101.5 856 83.6 975 88.3 842 78.5 829 65.0 975 71.2 817 58.5 975 65.4 807 48.8 975 67.4 789 41.8 975 108in 82.2 T71 84.0 696 68.5 771 70.7 685 68.7 771 61.3 674 j 64.3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 771 Ill in 76.7 730 T7.3 661 63.1 730 65.0 650 54.1 730 66.3 640 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.5 730 35.6 600 27; 0 730 120in 59.9 624 61.0 569 49.9 624 512 660 42.8 624 44.3 552 39,2 544 33.3 624 36.3 537 30.0 624 32.2 531 25.0 624 27,7 519 21.4 624 144 in 34.7 433 35.1 400 28.9 433 29.4 395 24.8 433 26.4 390 22.4 385 19.3 433 20.0 381 17.3 433 18.2 376 11 TABLE 11 B Anchor Capacity jibs) Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU AnchorType: 3/16" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Uttracon+ 1/4" DeWalt Ullracon+ 5/16" Eleo Ultracon WWI Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ullracon+ 1/4" DeWa Ultracon+ Edge Distance Qny 1" 24/2' 1" 2-112" 1" 2112" 1" 2.1/2' 3-1/8" 1" 21/2' 1" 2-1/2, 1" 1 2-1/7 i" 2= Embedment Qn} 1-314" 1.3r4" 13/4" 13/4" 1.3/4" 1314" 13/4" 13/4" 2" 1-1/4" 1-114" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-114" 1= 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Cllp (Fig. ix 390 lbs 390 lbs 450 14s 890lbs 310 lbs 630 lbs 22D lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740lbs 230 lbs 370 lbs 320lbs 58( 4Anchors @ 1.1S' Mln. O.C. / Standard (or Offset) Cllp (Fig. 2Y 480 lbs 700 lbs N/A N/A 320 lbs 1260 lbs .370 lbs NIA N/A NIA 380 lbs N/A N/A N/A 740 lbs NIA N 4 Anchors @ 3" Min. O.C. / (2) W Angle Clips / (Fig. 3} 780 lbs 780 lbs 680 lbs 156D lbs 62D lbs 1260lbs 440 lbs 1740 Ibs 1896 lbs 540 lbs 560 Ibs N/A 760 lbs 460 Ibs 740 Ibs 640lbs 11fi 4 Anchors @ 0.54" Min. O.C: / U-Clip. Into .100" Alum. (Fig. 4): IVA N/A NIA NIA N/A N/A WA N/A N/A NIA NIA N/A N/A N/A N/A N/A N 1 Anchor / F-Cllp (Fig. 5j. 195 Ibs 195 lbs 225 Ibs 445 lbs 155 lbs 315 lbs 110 lbs 435 lbs 822 Ibs 135 lbs 140 ibs 1771bs 37o Ibs 115 Ibs 185 lbs 1601bs 29t 2Anchors @ 1.15" Min. O_CJ F-Cllp (Fig_ 6): 240lbs 350 Ibs NIA NIA 160 Ibs 630 lbs 185 Ibs I NIA N/A N/A 190 lbs N/A NIA N/A 370 lbs NIA N NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: Ile I nru r nenrntr_ CCC CLICCTC O A Cr%D IICKICDAI 1A10TA1 1 A'r1Ah1 IUICTL1A11P 0 1 ] 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR TABLE 12A Mullion Capacity Table (IbsW) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 2 x 4 X .25 Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Thang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdpng. Loading Rectangular Loading Trap/Toang. Loading Re Alum. Tube Mullion a U c p x g _ c. O t5 U Q ¢� n p 2 4-5 CL `Cga O t= U p ¢r>: `O U_ C �� 10 A C t5 U Q' a`� °� Cp i= Z- a$ o d t5 U ff �� n pC �� Q. `_� O t'5 U Q a`a� o C _ `cq �O t5 U 6 a� U n `Cg_U_ Co 3 `$ c s9 U O' as c1Q C ii a_" .`�-. c9 U Q' �rc ii° C 2 Z' n Q d t'5 U S err Z� b° C 3 �� t _ `c° _b' C 0 rg U att c C o �� _ a d r U Z' n C o .2 U� p �_ r U O' a� U_ C o� �� Z U v '� R U O• a�a 6 C p�1 - s �� (3 :Z; 15 U �� Ci p 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 14881 170.0 521 171 48 in 170.0 708 170.0 524 170.0 850 170.0 5B4 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 170.0 680 171 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 170.0 756 171 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 171 60in 170.0 685 170.0 701 170.0 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 171 63 ih 170,0 930 170.0 745 170.0 1116 170.0 S50 170.0 1302 170.0 940 170.0 1486 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170..0 1122 170.0 2231 170.0 1169 161 CD 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170.0 1275 15 m J 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2126 170.0 1387 145.6 2184 170.0 1488 12, 3 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 165.1 1960 170.0 1421 148.E 1960 170,0 1505 123.8 1960 161.6 1548 10 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 Mal 170.0 1474 137.4 1$61 163.1 1500 114.5 1861 147.3 1473 98 90in 170.0 1328 i70.0. 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 11,62 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63 96 in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52 108in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 67.6 971 61.8 825 61.6 971 56.5 816 43.1 971 49.0 796 37 Ill In 95.4 919 97.3 632 79.5 919 81.9 819 68.1 919 70.9 806 59. 919 62.9 794 53.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 34 120in 75.5 786 76.8 716 62.9 786 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 4i.9 786 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27 144in 43.7 546 44.2 504 36.4 546 37.0 498 31.2 546 31.9 491 27.3 $46 28,2 485 24.3 546 26.3 479 21.8 646 22.9 474 18.2 546 19.5 464 15 TABLE12B Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Capacity Anchor Type: 3/16" Elco Ultiacon 114' Elco Ultracon 3/1E' DeWalt Ultracon+ 1/4" DeWatt URracon+ 5M5' Elco Uliracon 3/16" Elco Ultracon 114" Elco Ultracon 3116' DeWalt Uitracon+ 1/4" Dr Uitrac tabs) Edge Distance lin): T' 2-l/T 1" 2-1/2" 1" 2-1/2" 1" 2-1/7 3418" 1" 21/2' 1" 2-112" 1" 2-1/2' 1" Embedment QnX 1-/4" 1-3/4" 1.314" 1-W "14" 1-3/4" 1-3/4" 1-314, 2" 1-1/4" 1-114" 1-1/4" 1 1/4" 1-114" 1-1/4' 1-114' 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Cilp (Fig. 1&2X 3901bs 390 Ibs 460 lbs. 890 Ibs 310 Ibs 630 lbs 220 lb s 870 Ibs 1644 lbs 270 Ibs 280 Ibs 354 Ibs 7401ts 230 lbs 370 Ibs 320lbs 4 Anchors @ 2.68" Min. O.C. / Standard (or Offset) Clip (Fig. 3X 7401bs 7401bs 630 lbs 1485 lbs 620 ibs 1260lbs 430 lbs 1730 Ibs 1424 Ibs N/A 560 Its NIA 695 lbs 425 lbs 740 Ibs 5751ts 6Anchors @ 1.71" Min. O.C. / Standard For offset) Clip (Flg.4): 865lbs L060 71b5 755lbs 1946lbs 7051bs 1690lbs 608 Ibs 2558lbs N/A WA 705 lbs; N/A 7991bs 506lbs 11101bs 6191ts 4 Anchors @ 3" Min. O.G. / (2) W Angle Clips / (Fig. 5X 760 Ibs f 78 bs 680 Ibs 1560 Ibs 620 lbs 1260Its 440 lbs. 1740 lbs 1896 lbs 540 lbs 560 lbs NIA 760Its 460 Jhs 740 Ibs 640lbs 6 Anchors @ 3" Min. O.C. / (2) W Angle Clips I (Fig. 6): 1170 lbs 1170 lbs. 1020lbs 2340 lbs 930 Ibs 1890lbs 660 lbs 2610 Ibs 2844, lbs 81 bs 840 lbs NIA 1140 Ibs 690 Ibs 1110 lbs 960lbs 3 Anchors @ 1.U' INIn. O_C. / U-Clip, Into ,125" Alum. (Fig. 7): 6 Anchors @ 0.64" Min. O.C. / U-Clip, into .125" Alum. (Fig. BY N/A N/A NIA NIA NIA NIA N/A N/A NIA NIA N/A N/A WA WA N/A WA NIA N/A NIA N/A NIA NIA N/A NIA WA WA NIA NIA WA WA N/A NIA 2Anchors @ 2.68" Min. O.C./ F-Clip (Flg. 9X 370 lbs 370 lbs 315 lbs 743 lbs 310 lbs 630 lbs 215 lbs 865 IbS 712lbs WA 280 lbs N/A 3481ts 213 lbs 370 lbs, 288lbs 3 Anchors @ 1.71" Min. O.C./ F-Clip (Fig. 10X 443 Ibs 525 lbs; 379 lbs 973 Ibs 3531bs 1 945 lbs 304 lbs- 1279 lbs NIA WA 353 lbs I N/A 3991bs 253 lbs; 555 Ibs 3091tis NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE O'. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • 11 11 10 11 11 • • 11 11• • 11 11-0-1TABLE NOTES: TABLE13A Mullion Capacity Table Ibstfe Opening Width (for vertically -spanning mullions) or Opening Height (for horizorltal"panning mullions) 50 in 60 in 70 in 60 in 90 in 100 in 120 in 2 x 6 x .26 Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectan Load Alum. Tube VZ' • 7 V W oL •o& W �+ o .� L 0. W U _ � C W U •o 4 rcccr i C W U_ - 7 U W O..0 U v D .0 7 m 2 W U 2 N - C �� Z, • 0 WWW U v O ..d-. L o cr a� Z, , U 2 N cL`' -� �� 6 .N U a p L 7 c� v d`� -- B U C C -� �� U HD ) U v G L c m ¢� U C O Sa �� Z,V iMUIIIOn s . U •o C ��.. L 7 c in as � M U C O 3 fU cc t W U v p d L v a� ca W U C (V C iC 1 2 �G O U y Q L .� aI. ao: z U W W U C O Wig' �A G W W G U v L •� c m ¢� -0 CU . W U G fV C tC �'g �G W G U v i� 7 c m a� O U C C ' �� V G. U v 0 m L 7 c a�i as U U G (V _C IC �' �� U_G N t i •� d L 7 �' iu �� U C� �� tl U so ,C� E C) c m as a V W U C CJ 2 its" �o 42in 170.0 620 170.'0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170,0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 64in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 $03 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 60 in 170.0 885 170.01 701 1 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 1 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 63in 170.0 930 170.0 745 1 170.0 1116 17o.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 w 66in 170.0 974 170.0 788 1 170.0 1169 170.0 903 170X 1364 170.0 1002 17.0.0 1558 1 170.0 1086 170.0 1763 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 m72in 170.0 1063 170.0 878 1 170.0 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 76 in 170.0 1122 170.0 937 1 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 1 170.0 2692 170.0 1629 170.0 78in 170.0 1151 170.0 1 867 170.0 13.81 170.6 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.01 2072 170.0 1474 170.0 2302 170.0 1664 170.0 2763 170.0 1700 170.0 90in 170.0 1328 170.0 1144 1 170.0 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 irmo 3199 170.0 2338 137.1 108in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 1 170.0 1870 170.0 1 2550 1 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 Ill in 170.0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 1 170.0 2149 151.6 2632 162.3 2245 136.6 2632 148.4 2216 113.8 2632 128.4 2166 97.6 120 in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 199i 135.1 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 116.1 1915 90.1 2252 90.8 1872 77.2 144In 125.1 1564 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 1564 56.0 1330 44.7 TABLE 13B Anchor Capacity (Ibs) Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU AnchorT yam' 3/16' Elco Ultracon 114" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt Ultracon+ 5116' Elco Ultracon 3116" Elco Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 114" DeWall Ultracon+ Edge Distance (in): 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-V8" 1" 2-112' 1" 2-1/2" 1" 2-1/2" 1" 2-1 Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-114" 1.1/4" 1414" 1-1 2 Anchors @ 4.75' Min. O.C. / Standard or Offset Clip (Fig: 1&2): 390 Ibs 390 Ibs 4501bs 1 890 Ibs 310lbs 1 6301bs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 354lbs. 740 Ibs 230lbs 370 Ibs 320 lbs 580 4 Anchors @ 4.68" Min. O.C. I Standard (or Offset) Clip (Fig. 3): 780lbs 780lbs 900 Ibs 1780 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 3232lbs 640 lbs 560 Ibs 708 Ibs 1480 lbs 460 lbs 740 Ibs 640 Ibs 116( 8 Anchors @ 1.71" Min. O.C. ! Standard (or Offset) Clip (Fig. 4): 1180 Ibs 1400 lbs 1010 Ibs 2595 Ibs 940 Ibs 2520 Ibs 810 Ibs 3410 Ibs NIA WA 940 lbs WA 1065 Ibs 675 Ibs 1480 lbs 825 Ibs 197( 4 Anchors @ & Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 Ibs 780lbs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740lbs 1896 IN 540 lbs 560 Ibs WA 760 Ibs 460lbs 740 Ibs 640 Ibs 116( 8 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Crrps / (Fig. 6): 1560 Ibs 1560 Ibs 1360 fbs 3120 Ibs 1240 Ibs 2520 Ibs 880 Ibs 3480 lbs 3792lbs 1080lbs 1120 Ibs NIA 1520 lbs 920 Ibs 1480 lbs 1280lbs 232( 12 Anchors @ 1.5" Min. O.C. / (2) 20 Angle Clips / (Fig. 7): 4Anchors @ 1.34" Min. O_C. / U-Clip, into .125" Alum. (Fig. 8): 8 Anchors @ 0.64" Min. O.C. / U-Clip, into .125" Alum. (Fig. 9): 1660 Ibs WA N/A 2100 Ibs WA WA 1440 Ibs WA WA 3780 Ibs WA . NIA 1260 Ibs N/A N/A 3780 Ibs WA N/A 1200 lbs WA WA 5100 Ibs N/A N/A WA WA WA NIA WA WA 1320 lbs WA NIA WA WA WA 1500 Ibs WA WA 960 Ibs N/A NIA 2220 Ibs N/A N/A 1140 Ibs WA WA 288( W W 2 Anchors @ 4.68" Min. O.C./ F-Gip (Fig. 10): 390 lbs 390 lbs 450 Ibs 890 Ibs 310 Ibs 6301bs 220 Ibs 870 Ibs 16161bs 270 Ibs 280 Ibs 354 Ibs 7401� 230 Ibs 370 Ibs 320 Ibs 580 4 Anchors @ 1.71" Min. O.C./ F-Clip (Fig. 11): 590 Ibs 700lbs 5051bs 12 88 Ibs 470 Ibs 1260 lbs 405 Ibs 17051bs WA WA 470 Ibs NIA 533lbs 338 Ibs 740 Ibs 413 Ibs 9$5 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE • -- Fir.] ]PF 9- r=rr_I roF a• crr_r roc w• IV. r'iVVRG 11. TABLE 14A 50 in 60. in 1.26" x 2.11" Loading Loading Loading x .125" Alum ,z. �. � - Tube Mull co a o a 9x CL V o- 7 tGC ,GC 7 L5 ^L G Cr Q Q ,jN] G V K 42In 144.2 526 167.0 428 120.2 526 48 in 96.6 403 108.0 333 80.6 403 50.625 in 82.3 362 91.0 301 68.6 362 w 54 in 67.8 318 74.1 267 56.5 318 C 60in 49.5 258 53.1 219 41.2 258 J 63 in 42.7 234 45.6 200 35.6 234 1 66 in 37.2 213 39.4 183 31.0 213 72 in 28.6 179 3b.1 155 23.9 179 76 in 24.3 161 25.4 140 20.3 161 78 in 22.5 1 152 23.5 133 18.8 152 06 0 14 9 7 6 3 2 2 1 Mullion Opening Width (forveitically-s 70 in 80 in ap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap✓ L pacity Table (lbs/fe) mullions) or Opening Height (fbr 90 in 100 in 120 in oa dirig Loading Loading Loading Loading Loading Loading Load cp6cq ,yC� O. 4 QO. C..yG O�y. G g' O. a :� C. {i G `$, CL a C. UG U UG C7 c A �. (9 G - c o t o y o r o t 9 29 L' c t 2 V ay UC. O' yy 0 Cr 0 Q 411 80.1 526 134.1 411 72.1 526 134.1 411 60.1 526 134,1 411 51.5 317 63.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 253 37.7 318 50.8 250 33.9 $18 49.5 249 28.3 318 49..1 248 24.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 183 15,3 173 20.6 213 26.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 147 15.9 179 18.7 145 133 0uwudte. Z.IK wncrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16" Elco 1/4" Elco 3/16" DeWalt 1/4" DeWalt 5/16" Eloo 3/16" Elco 114" Elco 3/16" DeWalt 1/4" DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracbn Ulttacon+ Ultracon+ (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 24/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' Embedment (in): 1-314" 13/4" 13/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1AN' 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 / (Fig. 1): 780 Ibs 780 Ibs 1 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 1 440 Ibs 1 1740 Ibs 1 1896 Ibs 540 Ibs 1 560 Ibs I N/A 1 760 Ibs 460 Ibs 740 iba 6401bs 111601i FIGURE 1: Fe 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 01 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT.DIMENSIONS, SEE SHE HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 0uwudte. Z.IK wncrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16" Elco 1/4" Elco 3/16" DeWalt 1/4" DeWalt 5/16" Eloo 3/16" Elco 114" Elco 3/16" DeWalt 1/4" DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracbn Ulttacon+ Ultracon+ (Ibs) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 24/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' Embedment (in): 1-314" 13/4" 13/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1AN' 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 / (Fig. 1): 780 Ibs 780 Ibs 1 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 1 440 Ibs 1 1740 Ibs 1 1896 Ibs 540 Ibs 1 560 Ibs I N/A 1 760 Ibs 460 Ibs 740 iba 6401bs 111601i FIGURE 1: Fe 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 01 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT.DIMENSIONS, SEE SHE HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 1: Fe 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 01 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT.DIMENSIONS, SEE SHE HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. TABLE15A Mullion Capacity Table (Ibs/R2) 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 Trapfrriang. Rectangular Trap/Tdang. Rectangular Trap/Trieng. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Traprrdang. Rectangular Trap/Triang, Rectangl 3.26" 30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin DEG. AL L� B, Z� Z, � .4 � � � BAY MULL S ACL l0 N l0 Al N c N l7 N c N IQ @ N N a N a W N n c G N a (p A7 N as {p G W n (p l7 N n a (p G Q7 n (p N a n G l0 a N N as W a �.. l0 n-' C lO n �.. A N as a A a �.. N N N - A N a o k 1 l0 0 n c U U O N U _ y •a 9 'O U U •p U U -p V (p U -p U_ U U_ Ci �p U_ G U •p (q CJ G U 'p U (Q p •Q G O `y- t 7 C O L 7 G t •7 C ry L 7 C L 7 C t� G O� Z •�. '7 C (y _ R `I C U O' U Cr G V 1aA TG' C5, 'L CC,� O' G 1� C .G CG, y L 7 U y r C7 O' y .G � CtlG, O' .IL G Q D: Q. o: G ¢ G Q G Q 1i cL G Q !L• (r G Q� ,(pA cC G Q G Q G Q G Q G Q G C 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1 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 170.0 680 152.2 1522 170.0 680 130.5 1 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 i44.3 1353 170.0 856 120.3 1353 170.0 661 103.1 1 60 in 170.0 885 170.0 701 1170.0 1063 170.0 797 167.0 1218 170.0 878 MA 1218 170.0 944 129.9 1218 159.8 936 11.6.9 1218 152.1 924 97.4 1218 146.1 913 83.6 1 63in 170.0 930 170.0 746 170.0 1116 170.0 850 150.2 1160 168.8 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105A 1150 134.2 885 87.6 1150 126.7 871 75.1 1 « 66in 170.0 974 170.0 789 152.4 1048 165.8 .881 130.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 123,4 839 91.4 1048 116.6 830 76.2 1048 109.4 821 65.3 1 CC 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 58.7 680 79.2 693 50.3 I 76 in 119.7 790 125.1 690 99.8 790 106.4 676 85.6 790 93.3 663 74.8 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65,1 624 42.8 .790 78 in 110.8 750 115.5 657 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 59.4 594 39.6 90 in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 36.1 563 40.9 462 30.0 563 36.2 452 25.8 1 96 in 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 108in 41.7 391 42.6 353 34.8 391 36.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.6 328 17.4 391 19.7 321 14.9 111 in 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 22.5 260 19.0 317 19.9 276 16.9 317 17.9 273 144 in 17.6 220 17,8 203 TABLE15B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: Capacity 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 114" DeWalt Ultracon4 5116" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 114" DeWalt Ultracon+ (lbs) Edge Distance (n): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-112" 3-1/8" 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2 Embedment (in): 2 Anchors @ 5" Min. O.C. / (2) 2x5 Angle Clips/ (Fig. 1): 4 Anchors @ MY' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 2): 6 Anchors @ 2.71" Min. O.C. /'(2) 2x5 Angle Clips / (Fig. 3Y.1 1-314" 390 lbs 780lbs 1120 lbs 1-314, 390 lbs 780 lbs 11_2_075bsi 1-314" 45016s 790 lbs 958 lbs 1-14" 890 Ibs 1670lbs 2246 lbs 1-3/4" 310 Ibs 620 lbs 930 lbs 1 314" 630 Ibs 1260lbs 1890 lbs 1 1-3/4" 220 Ibs 440lbs 648lbs 1-3/4" 8701 1740 lbs 2598 lbs Z. 1700 lbs 2525lbs 2254 lbs 1-1/4" 270 lbs 540lbs WA 1-114" 280 lbs 560lbs 8401bs 1-1/4" 354 lbs N/A N/A 1-114, 740 lbs 1120lbs 1059lbs 1-14' 230 lbs 460 lbs 646 Ibs 1-1/4" 370 lbs 740 Ibs 1110 lbs- 1-1/4" 320 lbs 640 lbs 879 lbs 1-1/4 580 It 1160 II 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. 71 1 IAICAD 1AITCDDMI A-rinki 01='MA1CGA1 AA111 I 1 1f111fNrU0 AK1M1r10 f- InMa11A1n lAAl1TUn in Al 1 / IAIAMI r TABLE 16A Mullion Capacdy Table Ibs/RZ Opening Width (forveltically-spanning mullions) or Opening Height (for horizontally-spandrig mullions) 50 in 60 in 70 In 80 in 90 in 100 in 120 in 3.25" 45 Rectangular Loading Trap/Triang. Loading Rectangular Loading Tmp/Tdang. Loading Rectangular. Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Leading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectanc Loadir DEG. AL BAY MULL it az U G SuG Z. n U p f0 O' Q(L' Z� 0 o m U �G U 0 o ma U p U QD.' 2" a m U G C �G 2: a �" U y V •= Q� a m U C �G a s IOG U v U 'j Qrr s c m U Cam" �G c n m �- U jp V p QK 1° n m U_ p �G `O y na m G U v 'C� QQ' tO n m U gyp' 'C' G f° `� na m �- U p �C, Qtl' 1Q n m U p y �LG fQ H c.a m G U v �Cq, ¢(Y m CL m U o. y �G _ 10 n m _. U v �C, �. Q� o m U o y �G � _ c /_�i' co .. U o CV, ` Q a `° n m U O �G _ 1O " n.c w U y V Qd' o w U O rGG a s t QR' z a p ^LG s a .a L QfY n 2 �G c� Q A o p 2�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 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170A 600 163.7 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 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 60in 170.0 885 170.0 701 170,0 1063 170.0 797 170.0 1240 1 170.0 878 157.1 1309 170.0 944 139.7 1308 1 170.0 996 1 125.7 1309 1 163.5 994 104.8 1309 1 157.1 982 1 69.8 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.6 983 126.7 1247 152.6 965 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 s a� 66in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.7 9.65 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 896 74.2 m 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 106.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 J 7 76in 137.4 906 143.6 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 906 88.2 736 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 61.0 703 63.6 861 75.4 694 53.0 661 68.1 681 45.4 90in 82.7 646 8544 1 574 68.9 646 72.1 564 59.1 646 62.9 554 61.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 96in 68.2 568 70.1 508 56.8 568 59.1 499 48.7 568 51.4 491 42.6 568 45.8 483 37.9 568 41.4 476 34,1 568 38:1 470 28.4 568 33.4 459 24.3 108 in. 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28..6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 111 in 44.1 425 45.0 385 36.8 425 37.9 1 379 31.5 425 32.8 373 27.6 425 29.1 367 24.6 425 26.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 120In 1 34.9 364 35.5 331 29A 364 29.8 1 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309 144in 1 20.2 253 20.4 233 16.8 253 17.1 230 TABLE16B Anchor Capacity Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU AnchorT YPe 3116" Elco- Ultracon 1/4" Elco Ultracon 3116" DeWalt Ultracon+ 1/4" DeWait Ultracon+ 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 3/16" DeWalt Ultracon+ 1/4" DeWalt 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" 21/2" 1" 2-1/2" 1" 2 1/: Embedment pn). 1-314' 1-3/4" U3/4" 1-/4" 1-314" 1-3/4'• 1-314" 1-3/4" 2" 1-1/4" 1-114, 1-1/4" 1-11,V 1-1/4" 1-1/4" 1-1/4" 1-1/1 2 Anchors @ 5" Min_ O.C. / (2) 2x5 Angle Clips / (Fig. 1):1 390 lbs 1 390 lbs 450 lbs 890 lbs-- 310 Ibs 630 Ibs 220 Ibs 8701bs 1700 lbs 270lbs 280I 354 Ibs 740 lbs 230 lbs 370 Ibs 320 Ibs 5801 4 Anchors @ 3.5" Min. O,C. / (2) 2x5 Angle Clips / (Fig. 2):1 780lbs 1 780 lbs 790 lbs 1670 lbs 620 Ibs 1260lbs 440 Ibs 1740 lbs 2525 lbs 540lbs 560 Ibs NIA 1120lbs 460 Ibs 740 Ibs 640 lbs 1160 6 Anchors @ 2.71" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 1120 lbs 11120 lbs 958 Ibs 2246 Ibs 930 lbs 1890lbs 648 lbs 2598 lbs 2254lbs N/A 840lbs N/A 1059lbs 646lbs 1110 lbs 879 lbs 1678 FIGURE 1: TABLE NOTES: • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25. FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, �. .�.-"W W a 1 WP i A , 11 W Q - rAAM=K1 AAI 11 1 1 FM(]TIJQ Alkin/nD nDCA11A1/21ARnTUO 10 Al 1 MA/A01 C ri j -.125" STANDARD CLIP 6063-T6 ALUM. X-SECTION 125" 5.500" .375' 3.125" -{ CUT HERETO I .375" _ CREATE F-CLIP, SEE i MIN. MIN. I I DETAIL F, SHEET r- - - - - - - - - I I A .375" MIN. L 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 r------------I-------------i � ' I i .375" MIN. 2.125" U-CLIP I 6063-T6 ALUM. X-SECTION 125"1 -^I .740" F-- 9- 1 tT .338" MIN. 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 + 1116". TABLE B 1" X 2.75" X .650" MULLION 6063-T6 ALUM. X-SECTION ---i f--.125" 2.000" 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 125" 5.000"— .375" r--------------------- -I I- - - - -i L--------------- -------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 + 1/16". Mull Dimension (sheet #) Mullion PGT Part# 2) E Std. Clip Ioffset clipl U-Clip IA V X 2" X .125" (5) 66605 666113M 666243M 1" X2"X.375"(6) 666006 666114M61119M L6661118M 666244M 1u Y97r,° Y WWI /71 fnLan7 &^^44"M9c44�fnnn ec I)ACRB --1 1.000" f-- 4.000" 1" X 4" X .125" MULLION 6063-T6 ALUM. X-SECTION 25" --1 1.000" f-- 1" X 4" X .375" MULLION 6063-T6 ALUM. X-SECTION 1 ONLY ON 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 :1.-�377;"' .1 125" 4.000" .062" -1 .385" rL .375" 1"X4"X.375" "T'-MULLION 6063-T6 ALUM X-SECTION --1 .820" I-- 1.25" X 3.94" X .624" MULLION 6005-T5 ALUM. X-SECTION I .125" STANDARD CLIP 6063-T6 ALUM. X-SECTION I i r-.125" .740" Irt -{--� .125" I 2.125 11 U-E 6063-T X-SE 125"� 5.500" CUT HERETO .375" 3.125" _ CREATE F-CLIP, SEE '375„ MIN. j DETAIL F, SHEET4 r--------- I I r--------� I 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 t f[--4- I- - I I I I I F I I I I i I I I I I I I I I I I I I I I 30 I I I L_ 1STANDARD 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 + 1116". 5.500" .375" I r-.375" MIN. r-------� I r----------i I I I I I I I 1 I I I I I I I I 2.250" I I I 1 H j CENTER OF ANCH DASHED BOUNDA ANCHOR O.0 HOLE DIAMEI .375" CEN ANC MUE THE BOU SHE FOR ANC DIS1 MAX ANC DIAA ANC DIAA U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Valt F 3. G 1. H 2. 1 3. F I3. G 0. H 2. 1 3. F 2. G 0. H 1. 1 3.. EXAMPLE 1: SINGLE VERTICAL MULLION 721' MULLION LENGTH NO ANCHORS IN HEAD �- SEE SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL\ 2-3 4 4 SEE DETAILS, SHEETS 7-17 /— 2-3 NO ANCHORS IN WINDOW SILL 32" 32" MULL WIDTH OPENING WIDTH EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, MULL WIDTH — —SHEETS 2-3 �� SEE .SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL, I I 11 2-4 I I I I I VERTICAL I MULLION L LENGTH & OPENING _J L —SEE DETAILS, SHEETS 2-4 J —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". THE:OI 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72" AND THE OPENING V RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE V DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGEF 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 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE 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 DETERS THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RI (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 WIls DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1 "=105" AND TH THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION TH MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE E FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH =108", OPENING WIDTH = 80") MEETS THE DE AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LE 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. ALTERNA THE 73" DIMENSION (35-1/2"+35-1/2"+2"=73"). .2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCR CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/0.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 HORIZ 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 REf 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU St IM11119= IF TI-IF RAI II I ION ri IP IAIFRF TO RF rFNTFRFII WITHIN THE A" r.ARF MI I.ST RF TAKEN TO MAINTAIN THE F, EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED milli ICI 9/ �- LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED HINGED9121 1Pull ' SI 1 I/ 1oAtA11 om, LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION EXAMPLES OF TRA LVHUUMU VI" f7VKI4VIN IML MULLIVIV LOADING OF (2) HORIZONTAL MULLIONS LOADI LOAD