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NOA; Series PGT Clipped Extruded Aluminium Tube Mullion
RECE_IVED MiAM!-DARE MLAM-DARE COUNTY J U N 0 3 2 &oDU T CONTROL SECTION DEPARTMENT Off` REGULATORY AND ECONOMIC RESO CES (RER) 1 a- 118 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION ST ' coty, Po F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ��� _ !9.@pW odecenomy PGT Industries, Inc. - -- y-Y 1070 Technology Drive CODE C�®�N North Venice, FL 34275 ST.. LUC@IECC File Corte' SCOPE: VO 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). ThisNOA 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. APPROVAL DOCUNIENT :-Drawing No. 630031;, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, 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. TERAUNATION 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 NOA# 16-0218.03 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 Jorge M: Plasencia, P.E. NOA No.17-0630.01 r�rAr�t oe oQ Expiration Date: May 26 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 I. 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 02/28111, 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 5th Edition (2014) and with FBC 0 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: , EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51' Edition (2014) and FBC-6' Edition (20147, 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. Jorge M. Plasencia, P.E. P,y6dZuet Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 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; / SHEETS 2-4 l VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL, MULL SEE DETAILS / \ A-D,G,H• i SHEETS 2-4 / SEE DETAILS LHORIZONTAL A-D,G,H; MULL SHEETS 2 4 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH OPENING MULL HEIGHT LENGTH OPENING WIDTH --I GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO AN FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN. EACH Si fUA EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIC MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHEF ARCHES.TO 6E 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE + INSCRIBED INSIDE HAVE, BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED T( RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE SEE DETAILS A THRU G; SHEETS 2-4 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUSTSE MANUFACTURED BY,PGT. [—HORIZ. MULL LENGTH ---I OPENING HEIGHT FOR MULL 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ( DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.LJ180. THE 1/ IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALt 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEY( INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODU- ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. F ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHOR PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY, 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT 8I2 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCC BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTS REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREM CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ, 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED Th WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITNTHE REQUIREMENTS OF THI,' INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FTa) FOR THE OPENING U 2) CHOOSE A MULLION. TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROT 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OF 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT=) FROM TABLES 1ATHRI THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE A vERT. MULLION CAPACITY (LBS/F".OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESL MULL STEP 1). LENGTH H - - - �. ..,. ter.., 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT CO -. __ _... �.. •rr, r, �r. c �ocronTC OV TLC &Klc- r-nc DETAIL A: MULLION. TO 2X WOOD BUCK MULUON OR.WOOD FRAMING (OFFSET CLIP SHOWN) I I I I I EITHER THE a 1 I I STANDARD O a I OFFSET MULL o v CLIP MAY BE I INSTALLED BY Q c I THIS METHOD. a a• d d. a Q a a ' a' a d a tl EXTERIOR ' a n TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1BA613 AND ATTACHMEW BY OTHERS, SEE NOTE 1, SHEET 1. FRONT VIEW SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE © o DISTANCE FOR WOOD SCREWS C,250" MAX FOR ALL MULLIONS d d ¢ d. . tl• _ DETAIL B: MULLION. ATTACHED TO 1X WOOD BUCK AND. MASONRY (STANDARD CLIP SHOWN) r:� EXTERIOR THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-1613 EDOEIEND DISTANCE SEE TABLES 1 B,138 SIDE VIEW r EMBEDMENT` MAN. INSTALLATION NOTES; DETAIL. C: MULLION DIRECTLY ATTACHED TO MASONRY -STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD a a EXTERIOR £OGE DISTANCE ° FOR MASONRY ANCHORS TYP. ANCHOR SUBSTRATE, /-PER SEE TABLES 18-135 ENT 14. ae •. MIN 2.7 KSLCONCRETE OR CMU FRONT VIEW AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP.ANCHOR —PER SUBSTRATE, SEE TABLES 18-13B EDGE DISTANCE ° FOR MASONRY ANCHORS � u THE OFFSET CLIP IS RECOMMENDED FOR d FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR o . OTHER FRAME TYPES, TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B EDGE ._DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU IS-13B SIDE VIEW INSTALLATION NOTES; .I)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL, BE BEYOND WALL DRESSING OR STUCCO, 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILSA-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. Al Mf^nn []I !nWO ADC AOT1llAlAl Ct=f= nl=TOlf -r. TNLR .-,HFFT FRONT VIEW DI MULLION STE (STANDAF TYP.ANCHC PERSUBSTI SEE TABLES DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION Y TO SPECIFIC SUBSTRATES, STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXI'MOR \J SIDE VIEW SHOWN WITH V X 4" X .126" MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES iB 93B STANDARD CLIP TO BE MODIFIED IN -FIELD. DETAIL G: ANGLE MULLION. CLIP (ANGLE CLIP) INTO WOOD, STEEL, TOP VIEW TYP,ANCHOR PER SUBSTRATE, SEE TABLES IB-14D 2" X 6" X .725" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL, 1 EDGE DISTANCE PER AmnwnR INTO WOOD, STEEL, ALUM l OR MASONRY Y RDG ASR -C" 6 1 HL3LC 1l'1 IMulgon Capacity Table bsfft Opening Width (hrvertically-sparring muflions) or Opening Heighi (ibrhodzorl a*sparrung Irtpllions) 50 in 80In 7.0In 80In 94In 100in 120In 1 x 2 X Reotangular Loading TraplTtiang, Loading Rectangular Loading. Ttapl7dang. Loading Rectangular Loading 1iaplTriang. Loading Rectangular Loading TraplTdahg. Loading Rectangular LoadingLoading TIap/Tdang, Rectangi Loadin Rectangular Loading Trapfrliartg. Loading Rectangular Loading TraplTdang Loading -126. Alum. Tube Mullion U tiv oo r� a � U' '� G '�G ¢� C gG c li•a �C R• l.7 d'�' G v �iG Cl '2� G CL iL � (310�_ �C � C �G U C aiK _ O �G u .. �y� yY i7' ¢ {L -Pu Q 2 kv CL CCC U�1 O F AT r. {o S &rs O, �� l'� C�i G� Z5v o !� = & o... . L.�s . �. p� !a✓ U�•g L•> '� C i 421n tit.9 408 129.5 332 93.2 408 1.116.6- 325 79.9 408 107,8 321 69.9 1 406 104.4 319 eZi 408 , 104.0 319 56.9 408 '104.0 ate 46.6 408 144.0 31S 39.8 481n 74,8 312 83.8 258 624 312 73.4 262 53.5 312 67.0 248 46.8 312 632 246 41.6 312 .61.3 244 37.6 312 61.0 244 312 312 61.0 244 28.8 50,625 in 53.9 281 7M6 234 53.2 281 - 61.6 228 45.6 261 55.7 224 39.9 281 52.1 222 35.5 281 60.1 22o 31.9 281 49.3 219 26A 281 49.3 219 22.8 64 in 32.6 247 57.5 207 43.9 247 49.8 202 37.8 247 44.8 199 32.9 247 41.6 188 29,2 247 39,4 194 26.3 247 38.4 193 21R 247 38.1 1 193 13.8 c 60In 38:4 200 41:2 170 32.0 240 35:4 168 27.4 200 3L6 163 24.0 240 28.9 160 21.3 200 2711 159 19.2 200 as 157 16.0 200 25.0 10 J 631n 33.1 181 35,3 155 27.6 1181 20:3 152 23:7 181 28.9 149 20.7 181 24.5 146 18.4 151 2218 144 18:6 181 21:7 143 2 68 in 28.8 165 30.6 142 24.a tall 26.1 139 20.5 166 23.1 136 18,0 185 21.0 134 72 in 22.2 139 23.3 120 18.6 139 19.9 1.18 - 15.9 139 17.6 116 78 in 16.9 125 19,7 109 16.7 125 154 107• 78In Lim 118 18.2 104 TABLE 1 S Anchor Ca fly Table(IDS) Substrate: 2 7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood 611IV Efoo " 1l4" $S Eloo 51W Elco iJ4' SS. Eloo #10 Steel #12 Steel_ W Anchor T pe! Y S116" Sco Ultraoon 1f4" Eleo Uliracon Ultracon 3I16" Eico Ulhaoon ii, moo Ultr000n AggreGator. Ultraoon AWmGatar Screw (W5 Screw (G5) So Anchor Clip Patterns Edge 01stance (In): 1" 2 t/2" 1" 2-112" 3-116" 1° 2-1/2" 1" 2-112" 21 3-119, 2" DAW 0.54" Embedment (in): 1-3/4" 3901bs 1-314" 390 lbs 1-314" 450 Ors 14141 SW Ibs 2" 1044.Ibs 141e 270 lbs 141V 280 Ihs IAA 354 Ibs 1-i/,4" 740lbs 14W 374 We 1-1/4" 664 The 2" 946 (ba Lair 341 Ibs 1-3I8" 44216s 2 Anchors @ 4.76' Min. O.C, / standard or0ffsal Clip (Fig. t): 4 Anchors @ 1.1s, Min. O.C. / Standard (or Offset) Cllp;(Fig. 2): 480 Ibs 70D Ibs NIA WA NIA NIA 380 Ibs WA NfA NIA NIA NIA 682 Ibs 885 lbs 1 4 Anchors @ 3" Mln. 0,C.1(2) 2x5Angle Clips I (Fig. 3X 780 Ibs 78016a 68D Ibs 15601ba 189e Ibs 540 Ibs 560 lbs NIA 7601ba 74814s 880 Iba 18921bs 6821bs 8851bs 1 2 Anohors @ OAT Min. O.C. I U-Clip, Into .125" Alum. (Fig. 4x NIA NIA NIA WA WA NIA NIA NIA NfA NIA NIA NIA NIA NIA 1 Anchor F-Clip (FIg. 5): 195 ins 195I1as 2251bs 446 Ibs 822 His 135lbs 140 [be 177 Ibs '370 Ibs 187 Ibs 332lbs 473lbs 170 Ibs 221)be 2Anchors @ i.15" Min. O.CJ F-Cllp (Fig.6): 2401ba 356U NIA NIA NIA NIA 190lba WA . NIA NIA NIA NIA 341 lbs 4421bs ; NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: s • TABLE NOTES: 1) SEE SHEET 1 FOR.INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATU 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] 1-101 FG TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON rMMI r nA 1 /1OLG G!'1 - MulFron Capacity Table smje Opening Width (far vertically-spanNng mullions) or opening Height (for horizorlaBy-spanNng md1ions) 50 In 6D in 7o in 60 In 90 in 100 in 120 in 9 X 2 x Rectangular Loading Trap/Triang. Loading Rectangular Loading Traprrriang. Loading Rectangular Loading TraprMang. Loading Rectangular Laadlrt I : Traprf'riang. Loading Rectangular Loading TrapITdang. Loading Rectangular Loading TrarlTriang. Loading Rectangular Loading Trap/Triang. Loading Reotangdr Loading .375 . Alut11. Fube mullion CL ° Is £� _ .. .. �o '. gg ? s f e -, -. 42in 170.0 620 170.0 435 151.3 662 111.0 478 129.7 662 170.0 506 113.5 662 189,5 518 lone 682 le&9 517 90.8 6k2 188.9 517 7G.7 662 16$.9 517 .64.9 8E 48In 121.8 607 136.0 419 101.4 507 119.2 410 86.9 507 108.7 403 76.0 507 1028 390 67.6 607 99.5 397 60,8 507 .99.0 396 60.7 507 .99.0 396. 434 5t 60.625 in 103.7 456 114_6 379 86.4 456 99.9 371 74.1 458 90.5 864 64.8 456 84.6 360 57.6 4W ' 81.3 357 51.a 456 80.0 356 4" 456 80.0 356 37.0 4E 54 In 85 4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53:4 400 67.3 318 47.5 400 64.0 216 42 7 400 62.3 314 356 400 &1.6 31a . 30.5 4[ 60 In 62.3 324 68,9 276 51.9 324 57.5 270 446 324 61.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 $24 420 266 26 0.. 3Z4 40.5 253 222 3: 63 in 53.8 294 67.4 252 44.8 294 49.2 248 38.4 294 43.6 241 33.6 294 39:8 237 29,9 294 37.1 234 26.9 294 35.2 232 224 294 33.5 230 10.2 Z J a B61n 48.8 268 49.6 230 39.0 268 424 225 33.4 268 37.5 221 29:2 266 34:1 218 28.0 268 31.6 .215 23.4 268 29.8 212 19.6 268 28:0 210 16-71. 2( ' 72 rTt' 36.0 225 37.9 lee 30.0 225 32.2 181 26.7 225 26.4 188 225 225 25.6 106 20.0 225 23.5 162 18.0 225 22.1 180 15.0 225 20.3 177 12,9 2: 78 in 30.6 202 -32-0 177 25.5 202 27.2 173 21.9 202 2.2.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18A 163 12-8 202 16.7 18D 10.9 2( 78 in 28.3 182 29.e 168 23 6 192 25.1 165 20.2 192 22.0 162 17.7 11� 18.7 159 15.7 192 18.1 167 14.2 122 18.5 155 11.8 192 16.2 152 10.1 1 S so Itt 18.6 144 19.0 128 15.4 144 16.1 126 96 In 152 127 16.6 113 TABLE 28 AncborCa ac Ta131e IDS -]--PT Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU Wood !v Anchor Clip Pa4ems Anchor Type: $116" Eloo Ultraoon 1!4" Eloc Ultraeon 5I18" Elco Ultraoon' 3116" E1go Uftcon 1!4" Etco Ultraoen 1/4" 58 Bloc AggreGstor 6N8" Eln Ultraoon 1/4" $S Etco AggreGator Steel : Screw Screw (G5) #t2 Steel screw(GS) #1: so Edge Distance �'I. 1" 2-1/2" 1" 2-1/2 3-1/8" 1° 2-1/2" T' 21/2" 2" 3-1/8" 2" 0.48 0.64° 0 Embedment (In) i-N4" 1-yr 1-3/4" 1-3l4" 2" 1-114" 1-114" 1-Im 1-1/4" 1-114° 1.114" 2" 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Gip (Fig. 4 Anchors @ 1.15" Min. O.C. ! Standard (orMet) Clip (Fig.2): 4 Anchors @ 3" Min. O.C. / (2) 20 Angle Clips / (Fig. 3g 2 Anchors ® 0.45" MhL O.C. i U-Clip, Into.125" Alum. (Fig. 4): 1 Anchor/ F-Cilp (Fig. 5): 3� The 460 The 780 The N/A 195 Ibs 390 lbs 700 lbs 780.Ibs WA 1951bs 450 be WAWA 680 ms WA 225 Ibe a90 Ibs 1560 Ibe NIA 4 5 Ibs g1644e a e 27o Iba; WA 540lbs WA 125Ibs 280 Iba354 98016a 560 Ibs WA 1A0 Iba tbs NIA NIA WA t77 lbe lA0 Ibs N!A 7601Ess N/A 370 Ibs 374 Ibs NlA 748 the N/A 187 iba 864 Ihs WA 880 Ibe WA 932 Ibs 946 ftsa WA 16921bs WA 473 tle 341 Ibs 6821ba 682 Ibs WA 170 Iha 442 Ibs 8851bs 885 the WA Z21 Ihs 5r 11 11 7' 21 2 Anchors @ 1.15" Min. O.C,/ F-CIIp (Fig. Or '240 Ibs .. 350 Ibs NIA NIA WA 190 Ibs NIA N1A N/A WA N/A 341 the 442 Ibs 51 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 INFORMATIOP ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABI pfrW1RFR' --- -.. ...----....--.-.--- -.--- ..., ..,...,....- ^^^Ir r^MovAP�rMIA ACA,OV hILC.. ccet r r�tar_� ter+ Mullion Capacity Table (Ibsf e) Opening Width (for vertically -spanning mullions) or Opening Height (for imilzontafly-spanning mullions) 50 in 60 in 70 in 80 in 901n 100 in 120 In Rectangular Treprildang: Rectangular Trapn Yang. RectangulT raplTdang. Rectangular TrapMang, Rectangular 7raprirleng, Rectangular ThaplWang. Rectangular Trap/Tiiang. Loading Recfengu Loadrfi 1 X 2.75 X Loading Loafing Loading Loading LoadrlaLoading Loading Loading Loading Loading Loading Loading Loading .375 Alum.. Tube '.. .0 0° c _ Mullion Oj ( Ct•J �Q iP'•� 5 co s,p9 aG '•7^ cL �1yRY11. �2 a K n' L' a t L' �2 D: G Q .� v ' Q a GQ D: 'ri G¢ .• 421n 170.0 620. 170.0 435 170.D 744 170.0 478 -170.D 868 17Q0 606 170.0 992 f70,0 519 1T00 111fi 17D,0 521 174,0 1240 170,0 521 148.7 1301 170.0 521 127.5 1: 48in 170.0 708 17D.0 524 170.D 850 170.0 584 17II.D 992 170.0 630 00.0 1133 170.0 601 151.8 1139 170.0 677 136.6 1139 170.0 690 113.9 1139 1700 680 97.6 1 50,628 in 170.0 747 170.0 563 170.0 81M 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 U0.5 1032 170.0 747 IVA 1.032 1170.0 7W 97.9 1032 170,0 758 83,9 11 64 In 170.0 797 170.0 612 161.3 Sol 170.0 691 130.2 907 164.1 730 120.9 907 152,5 . 720 107.5 907 145.0 714 $6.8 907 141.1 710 80.0 967 140.0 709 59.1 9 SO in f41.1 735 151.6 625 117.E 735 130.3 611 iD0.8 735 116.0 599 882 735 106.2 580 78.4 735 99.6. 683 70.6 735 96.1 578 58.8 735 91.8 574 50.4 7 63in 121,9 686 134.0 570 101.E 568 111.6 B57 87.0 666 98.9 547 76.2 668 s0.1 538 67,7 668 83,9 631 60.9 6% 79.8' '526 50.8 666 75.8' 621 43,5 6 a.. 661n 106.0 607 1f2.4 522 88.3 607 96:1 511 75:7 807 85.0 501 86.2" 607 77.1 493 58.9 607 71;5 486 53,0 607 67,fi 481 44.2 607 63,4 47fi 37.9 6 c 72 in 81.6 510 85.8 443. 68.0 510 73.0 434 58.3 10 64.3 426 91.II 510 57.0 419 46.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.8 402 292 5 70In 69.4 A58 726 400 57.8 458 61.7 392 49,6 459 54.1 385 43.4 458 48,8 3T8 38.6 458 44.8 373 34.7 45B 41.6 368 289 458 37.7 362 24.8 4 78 In 642 436 67A 381 53 5 435 66.8 373 45.9 435 49 8 36S 40.1 435 44.7 380 35.7 436 40,9 $65 32.1 435 381 351 28.8 435 34.4 344 22.9 A St) 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 28A 327 28,3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 2 90In 34.4 267 39A 267 28.7 287 29.9 262 24.6 287 28.0 248 21.6 287 23.1 244 19.1 287 20.9 240 17.2 287 iS.3 237 14.4 287 1&9 232 1081n 242 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15c1 227 16.0 195 • 111 In 22,3 2IS 22.7 194 ISA 215 . 19.1 191 16.9 , 216 , 16.6 168 120 in 17.5 W17.9 187 TABLE 3B Anchor Ca AY TaDtl: Ina Svbstlate: 2.7k Concrete 3.515 Cana. Hollow CMU Filled CMU PT Wood Anchor Type: 3116" Elco lfftracori T/4" Elca Ulhacon 5/18' ElaO ultlacon 3/16 Eloo Ultracon 1/4" Elco Ultracon 114" SS EICD AggreGator 0116" Elco UltraCon 1/4" SS Elco AggreGator #10 Steel Sc2W (135) #12 Steal Screw (05) #1 Sc Anchor Clip Patterns Edge Distance (in): f" 2-In- 1" 2-1/7 3.1/8" 1" 2-1/2"1" 2-112" 2" 3-1I8" 2" 0.46" 0.54" Embedment(in): 1-314° 1-314" 1-3/4" 1-3W 2" 1-114" 1-114" 1-114" 1-11V 1-1/4" 1-114" 2" 1.3/8" 1'318" 2 Anchors @ 4.75" Mtn TO. / Standard or Offset Clip (Fla.1): 390 Ibs 390 Ibs 450lbs BW Ibs 1844 Un 270 lbs 280lbs 354 Ibs 740lbs 374 lbs 66416s 946lbs 341 Ibs 4421bs 4 Anchors ® 1.15" Min. O.C, I Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 ibs NIA NIA NIA NIA 2801bs NIA NIA NIA NIA NIA 682 Ibs 085 The 1 4 Anchors @ 3" Min. O.C. I W W Angle Clips I (Fig. 3): 7801bs 780 lbs 680lbs 1560 Ibs 1898 Ibs 640 Ibs 680 Ibs NIA 70 lbs 748 Ibs Sao Ibs 1892 Ibs 662 Ibs 885 The 1 2 Anchors Q 0.45" Min O.C. / U-Clip, into .125" Alum. (Fig. 4): N/A NIA NIA NIA NIA N/A NIA NIA NIA NIA NIA NIA NIA NIA 1 1 Anchor / F-Clip (Fig. 5): 195 ibs 195 Ibs 226lbs 445 lbs 822 lbs 135 Ibs 140 The 1771bs 370.ibs 187 Ibs 332 Ibs 473 lbs 170 Ibs 221 lbs i 2Anchors ® 1.15" Mln O.C./ F-Clip (Fig. 6): 240 Ibs 350 !be I NIA NIA WA N/A 1 1901bs N/A N/A NIA N/A WA 341 Ibs 4421bs NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS -THE STANDARD CLIP. r-V-� r.1Rr1 Kn VAI 11FC ARP 1 I_san IN TAP FXAMPLF ON SHEF FIGURE 1: FIGURE 2: ® I I I I ® FO 0 11 11 0 * I TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, ) Mullion Capacity Table bsA Opening Width (far Vefticalt splanrilrtg mullions) orOpening Height (far horizordally-sparU*Q mtAions) 50 in 60 in 70 in 80 in 90 In 100 in 1201n Rectangular Traprildang. Rectangular TraplTriang. Rectangular TraplTdang, Rectangular TmWMfflang, Rectangular . T}aplTdang. Rectangular - TraplTriang. Rectangular Trap/Tdang. Rectarrgu 1 X 2.75 X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadinf .6A11 Alum. & � & Z a � 4 'o e '{ipi t f f : S :1 Ti . 4 .. .p�,. "�. '$��p: -a .-, Tube �p,� u al c� .y. W .O a Wa 'S '-. to'; n. 2 3 S.G o W {Ury Q.� 3 d n _ 'D. ,yp a WQ -+ c. .0 O d. U .p,.• G.0 G ¢. n try. �Wy .D N G a N .-. ii {O o pW, @ tct�f .t�. C..G W G W g C/ 9 a W to p,L l0 b a W. lA `L W G <�a Li°.II°. W g G `u W � n -Ol IYILlliort (Wp 'lQ G W m G W OI. G 19 r.- 19 W U_V W G :f7v W o{y_ W M N G147 �.o41 t� i3 ..� O lT O a O cLi d 3 C �Oy .lV7j O+ 7 L 7 m O 4C .G i O~ �3 C OC .C':�7 iU O (C�I' -�:.G t �,• Cn� m c�a yC, 7 ,C C�1'.O (�i LG �, _ . CV, .�O 4v LC G: CT. G '2 G, .R jO G .emu 42in 170.0 620 1 170.0 435 '170.0 744 170.0 478_ 170.0 868 170.D 506 17o.o 94 170.0 S19 170.0 1116. 170.0 621 170.0 1240 :170.0 521 1710M1,0 1488 170.0 521 158.7 1( 48 in 170.0 708 170.0 524.170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133- 170.0 661 170,0 1215 170.0 677 170.0 1417 170.0 680 141.7 1417, 170,0 680 121.5 14 50.825In 170.0 747 170.0 6M 170.0 $98 170.0 631 : .170.0 1048 170,0 684 170.0 1195 170.0 723 16ZO 1256. 170.0 747 146.3 1286 170.0 7W 121.0 1285. 170.0 766 101.5 1: 54in 170.0 797 170,0 612 170.0 SW 170.0 691 170,0 1116 1-10.0 764 160.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170,0 865 10o's 1130 17MO Sol 68.1 1' 60 in 1740 885 170.0 701 146:5 915 162.3 761 126.5 915 144.5 746 109.9 916 132.3 735 97,6 916 Ing 726 67.9 015 11,8.5 720 7&2 915 114A 715 b'2:8. 9 63 in 161,8 t330 161.9. 110 126.5 030 138.9 694 108.5 830 123.2 881 94.0 830 112,2 670 84.4 830 104-6 662 75.9 S30 99,4 056 63.3 830 94.5. 649 54.2 8 Win 132.1 757 140.0 660 110.0 7.57 119.6 638' 94.3 757 106.9 624 82.5 757 98A 614 73.4 757 89:1 606 86,0 757 842 600 fi6:0 757 79:0 593 472 7 IM t: �. 72in 101.7 638 108 8 552 84.8 836 91,0 540 72,7 �71) 80.1 530 63.6 638' 722 521 66,5 636 66.5 514 50.9 636 6Z2 508 42.4 WS 57.2 500 36.3 6 7B In 86.5 571 90.4 496 72.1 571 76.8 488 al. . 67.4 478 54.1 571 00.6 471 48.0 571 55.5 464 43.2 571 51.8 469 36.0 571 47.0' 461 30,8 5 781n 80.0 542 83.4 474 66.7 542 70.8 465 57,1 542 62,1 458 60.0 $42 66,7 449 44.4 542 - 61.0 442 40.0 542 47.5 437 33-3 542 42.9 429 28,6 5 901n 62.1 407 53.7 361 43.4 407 4&4 355 1 $72 407 39.6 349 32.5 497 36.3 343 28.9 407 32.1 333 28.0 407 29.6 334 21.7 401 28.1 327 18.6 1 4 M In 42,9 358 44.1 320 35.8 � 356 37.2 314 358 32.4 309 20.8 358 28.8 304 23.8 358 26.1 300 21.5 355 24.0 286 17:9. $58 21.0, 289 15:3 3 108 in 30.1 283 30.8 256 25.i 283 25.9 251 283 22.5 247 18.8 283 19.9 244 18.7 283 18,0 240 %1 283 18.5 237 111 in 27.8 267 28.3 242 23.1 267 23.8 236 [167 267 20.6 235 17.3 287 18.3 231 15,4 267 16.5 228 12016 22.0 229 - 22.3 208 16.3 229 18.8 206 229. 116.2 202 TABLE 4B Anchor Ca Ity Table bs Substrate: 2.7k Concrete 3,Sk Cone. Hollow CMU Filled CMU PT Wood Anchor'iype: 3/16" Elco Uitraoon IW Elco Uftcon 5/16" Elco Ultraoon 3f18 Eloo Ultracon 114" Elco Ultracon 1/4" SS Elm AggreGator $116" Elco Ultracon IW SS Elco AggreGator 910 Steel Screw (G5) #12Steel Sotaw (©5) #1 Be AnchorCHp Patterns Edga 13I9tance ON: 1" 2-11Z' 1" 2-1/2" 3-118" 1" 2-112" 1" 2-112" 2" 3418" 2" 0.48" 0,54" t Embedment M: 1314" 1314" 1-314" 13/4" 2" 1-1/4 1-114" 1-114" 1-114" 1-1/4 1-1/4" 2" 1-318" 1 3I8" 2 Anchors @ 4.75Min. O.C.1 Standard of Olisset Clip (Fig.1): 4 Anchors @ 1.15" Min. D.C. / Standard (or Offset) Clip (Fig. 2): 4 Anchors @ 3" Min. O.C. / (2) 2x5Angle Gips / (Fig. Sr 2 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig.4): 1 Anchor l F-0IIp (FIB. 5y 390 tbs 480 lbs 780 lbs NIA 1951bs 390 1155 700 Ibs 7801bs WIA 195Its 450 lbs NIA 680lba N/A 225 )bs 890 lbs NIA 1580 lbs N/A 445 lbs 1644 lbs WA 1896lbs WA 822lbs 270 ibs N/A 540 Iba NIA 1351bs 280 lbs 380 Uxa 560 tbs NIA 140 lbs 354 lbs WA WA N/A 171 lbs 740 lbs WA 7601bs N/A 370 lbs 374lbs NIA 748lbs NIA 187 lbs 664 Ibs NIA 880lbs NIA 332169 946 ibs WA 18921be NIA 473 IN 341 lbs W2lbs 682lbs NIA 170 lbs 442 Iba C686 Q5 88 bs N 221 lbs ; 1 1 I i 2 Anchors @ 1.15" Min. O,CJ F-Clip (Fig. 6): 240 lbs_ 3501W WA NIA WA NIA 190 lbs NIA NIA WA WA WA 341 Iba 442 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A5 THE STANDARD CLIP. ro80"� CIRCLIRD VALUES ARE USED IN THE EXAMPLE ON SF FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 -FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIOP SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6�m .�A 1 f�tirLL vn Mullion Capac'"ity Table IbsffE2l Opening Width (fnr verticaRpspanrnng minions) *r Opening Hight (for horizonteR)-SpaMng miglions) 50 in Ba in 70 in 80 in 90 In 100 in 120 % 1" x 3.126" Y. Rectangular LOading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trapi fang, Loading Rectangular Loading Traplydang. Loading Rectangular Loading TrapfTdang, Loading Rectangular Load'mg Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangu LcadIni .800"Alum Tube Mull � 7 _ u 7 a_ Chi � _ S' s$ 5tY N 2^ n ^�` 7 Qom, ,`NQ� G C3so �`q m y Cpr 4 a R U a rp 'm '" 9 G U1i 't o a C� a1 +� 'm m C]_ o �G pm, .J(-�7. N ;;-_ 1Ii (�0 N GC �. �G k ��p .. lf1G G �C, Qa (ups m ,yp1 �.. Q• �c COS }gyp [�{ la0 m a�� _ ' {TpQa..-. tC 4' .�75 q� � N (pup,... i9 G � m �p, R G �. ga .(/p. N' G �' 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 17R0 606 170.0 992 170.0 519 170.9 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1' 48111 170.0 708 170.0 524 170.0 85fl 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 064 170.0 1275 170.D 877 i70.0 1417 f70.o 860. 157.7 1577 170.0 880 135.1 1i 50.6251n 170.0 747 170.0 543 170.0 896 170.0 631 170.0 1046 170.0 04 170.0 1196 170.0 723 170.0 1345 .170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 11 64In 170.0 797 170.0 :612 170.0 956 1170.0 891 170.0 1116 1-10.0 764 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 17o.0 856 124.E 1401 170.0 8B1 106.8 1- 60.in 170.0 885 170.0 701 170.0 1063 170.0 797 168.5 1156 170.0 878 138.7 1156 16710 92a 123:3 11W 166.5 917 111.0 1156 140,7 910 92.8 1156 144.5 903 79.3 1- 63 in 170.0 830 170.0 745 159.8 1049 170.0 B50 137.0 1049 155.5 Sea 119.E 1048 141.7 W 106.5 1049 132.0 836 95.9 1049 1218 828 79.9 1049 11S3 020 66.5 11 86 In -186.6 955 170.0 769 139.0 ' 955 -151.3 804 119.1 966 .133.7 788 104.2 956 121.4 775 92.9 955 112.8 765 63.4 955 100A 757 69.5 965 09.8 740 69.6 9 ®. ,�. 72 in 128.6 803 134.9 697 •107.0 i303 114.9 W2 91.0 803 101.1 070 90.3 003 . 91.2 659 71.4 003 83.9 649 64.2 803 78.6 642 53-S 803 72 2 632 45 9 A 78In 109.2 721 114.1 629 81.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.6 505 60.7 721 70.1 688 #4.6 721 esA 579 48.6 721 69.4 589 39.0 7 781n 101.0 684 105.4 599 04.2 684 89A 587 72.2 684 78.4 576 63.1 684 70.4 567 56.1 684 64.4 558 50.5 W4 519 551 42-1 6" 54.1 541 36A A 90 in 65.8 514 67.9 . 456 54.8 514 57.3 448 47.0 514 60.0 440 41.1 514 44.8 433 36.5 514 40.5 427 32.8 61d 37.3 42i 27A 514 33.0 412 961n 54.2 452 $5.7 404 45.2 452 47.0 395 38.7 452 40.9 390 33.9 452 36.4 384 30,1 452 32.8 378 27.1 462 30.3 .373 228 452 28.6 385 108In 38.1 357 38:9:. 322 31,7 367 32.7 317 27.2 357 26.4 312 23.8 $57 25.2 $08 21.1 357 22.7 303 19.0 357 20.4 299 15.9 357 18.0 293 112.52 Ill in 36.1 338 35.8 308 28.2 338 . 30.1 301 26.0 336 28.1 298 21.9 338 23A 202 19.5 338 20.8 2BB 17,5 338 19.0 284LUB 338 18.5 278 289 .28.2 263 23.1 289 23.7 259' 19.8 269 20.5 296 17.3 289 18.1 252 16.4 289 16.3 240 13.9 289 14.9 246 289 12.8 240 TABLE 5B Ancll*VCa Tame IDS Anchor Clip Pattems Substrate: 2.7kConcrete -3.6kOonc. HoilowCMU FWedCMU FT Wood Ahchoriype 3116'EIeOUttracen 114°dcoUttrsepn 5/16° Elco Ullracon 31f6"ElcaUitiacon 1/4"ElcouOrdcOn 114" SS Elco AggreGator 5116" Elco Ultlacrxt t14" SS: EtcO AggmWor #10 Sted Screw(t25) #M Steel ScMV(G6j Sn Edge Distance pnT 1" 2-112 1" I 2-11Z 34/w 1" 2112" 1" 2-1/2' . 2` 34W 2" 0.41r 0.64, Embedment n 1314" t3/4' 1.9/4" 1�i4" 2" 1-1i4" 1-1/4" 1-U4" 1-1/4" 1-114" 1-114" 2' 1-wl I-W 2 Anchors @ 4.78' Mln. O.Q.1 6tar10an1. or Offset Clip (Fig.1): 390 Ibs 39p fps 455 Ibe Wo ills 1644ibs 270 Ibe 2W lba 354 ills 7401bs 274 Ibs 684 US 94S Ibs 341 Ibs 442 Ub 4 Anchors @ 1.15" Mtn. O.C. / Standard (or Oifsel) Clip (Fig 2j 4 And hors @ 3" Min. O_C:1(2) 295 ArgleCiips I (Fig. SX 480 Ibs 780 Ibs 700 0b 780 ft NIA 6AO Ibs NiA IBM Ibs i hJ/A IBM Ibs N/A 54D lbs 320Ibs SM bs NiA NiA NIA 780 Ibs NiA 748 Ibs N/A SW Ibs WA 1892 Its 6821bs 662lbs 885 lbe 885 Ibs 1 1 3Anchiors @ 0.45" Min. 0,0.1 U-Clip, Inge .125" Alum (f9g. 4): NIA NIA NIA NIA N/A N/A WA N/A WA NIA WA WA NIA N1A 1 1 Anchor/ FCiip (1`99. 6y: 10 Ibs 195 Ibs 226 ibs 445 Ibs SM Ibs 1351bs 140 Ill 177 Ibs 370Ib9 187 Ibs 332 Ibs 473 ills 170lbs 221 Ibs 2 Anchors Q 1.191 Min. O.CJ F4;Iip (No 4 2401bs 3501135 NIA WA NSA N/A 190 Ibs NIA WA N/A WA WA 34-1 lbs 442 Ibs t nrnTF- FnR TLJ7= t-1FFRFT 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. TABLE 6A Mullion Capac4 Table Pz1fr) Opening Width (for vertically-spannng mullions) or Opening Height (far hodmontelly-spanning mWons) 50 in 60 in 70 in 80 In 90 In 100 in 120 in 1 X 4 x .125 Rectangular loading 7fepMiang. Loading Rectangular Loading TrapITriang, Loading Rectangular Loading TraplitlEng. Loading Rectangular Loading 11aplTriang. Loading Rectarigular Leading TrapMiang. Loading Rectanoular' Loading . Twp/7dang, Loading Rectangular • Loading Trap/Tfiang, Loading Rent-w Loadin& Alum. Tube: fl0111iiQn b° U c ace U' v `o:L d7 a N tov�. i3.� m$ U c o t> � d7 a �0 8i i U aaL^y u � lJ y `03-' c l7 O 13 U ��' -8 N o `off o> a ty c $ m " �i c `a ii �p �° g' 1p c o m °~ p a �p � n yp a & • • U � d? � � �p O � a p C] 42 in 170.0 020 170.0 Q5 170.0 744 1170.0 478 170.0 868 170.0 506 170.0 992 170,0 619 170.0 1116 170-D 621 170.0 1240 170.0 621 178.0 1488 170.0 521 146.8 1d 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 17Q0 1275 170.0 677 -156.3 1303 170.0 680 .130.3 1303 170.0 660 111.7 1= 50.625 in 170.0 747 170.0 663 170.0 895 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 723 166.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 10DA 12 64'in 170.0 797 170.0 612 170.0 M 170.0 691 170.0 1116 170.0 764 154.4 1158 170.0 803 137.2 1158 1",0 837 123.6 1156 170.0 856 102.9 1158 170.0 $61 88.2 11 601n 170.0 Barr 170.01 701 166.7. 1042 170.0 797 1142.91 1042 1 161.1 832 126.1 1042 146.7 815 111.2 1042 136,E 801 10D.0 1042 130.2 791 83.4 1042 125.1 782 71.5 it 831n 170.0 93D 170.1) 1 745 151.2 992 163.6. SIB 129.6 992 144.4 798 1 111141 992 1131,0 782 1 100.E 992 121.4 756 90.7 992 114.8 756 76.6 992 108.4 745 64.8 9 66In 165.4 947 170.0 789 137,ar 947 148lo 788 I 116.1 947 130.3 768 103A 947 117,7 752 31.9 1 947 108.7 738 87-7 947 102.2 727 68.9 947 95.1 713 69.1 9 72ht 136.9 849 142.7 737 1132 849 121.E 722 87.0 949. 1069 708 SCS 849 $6.4 696 76.6 849. W.7 686 67.9 $40. 82.7 676 56.8 849' 75.3 659 48.5 8 76In 1 116.5 762 120.7 666 96.3 Win 102.6 652 82.5 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 UM67.8 762 692 613 41LI 762. 62.8 602 41.3 7 .0 78In 1106.9 724 MA634: 89.0 724 94,6 621 76.3 724 82.0 009 66.8 724 74.4 699 69.4 724 1 MI 591 63.4 1 724 63.4 US .44.6 724 67.3 073 36.2 7 90 in 69.6 643 71.8 483 68.0 543 60.7 474 49.7 543 52.$ 466 43.5 643 47.1 458 38.6 643 42.8 462 34.8 643 1 39,5 446 29.0 643 34.9 4W 24.8 5 96In $7.3 478 58.9 427 47.8 476 49.7 419 40.9 478 43.2 412 36,8 478 38.0 403 31.8 478 $4.8 400 28.7 478 32.0 396 23.9 478 26.1 386 _ 20.5 4 1081n 40.3 377 41.1 341 33.5 377 34,6 335 20.8 377 30.D 330 252 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14A 3 911 in 37.1 367 37.0 323 30.9 367 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 2016 357 22.0 WS 18.5 357 20.1 301 15A 357 17.4 294 12D in 29.3 306 29.8 279: 24.5 306, 25.1 274 .21 A 306 21.7 270 18.3 306 19.2 287 16.3 306 17.3 263 144 In 17.0 212 17.2 196. TABLE 6B Anchor Ca actty Table ftsl Anchor Clip.Pattems Substrate: 2.7k Concrete 3.5k cane. Hallow CMU Filled CMU FT Woad 1 Anchor Type: 311W Elan Uttracon 1/4 Efco Ultracon 5116° Elco Uttranon 3116" Elco Unman 1/4" Elao Ultracon UP 86 Etcc AggraGator 5110" Elca Ultracon 1 /4" 88 Elco AggreWor 010 Steel Screw (G5) #12 $teal 8cmw (G5) ill ecr EdpDistapoeTiny i" 2-11T i" 2.112" 3-118" 1° 2-1/2" 1° I 2-112" 2" 3.1/8' 2° 0,48° - 0.54° t Embedment MY 13/4" 1-3/4" 1-3/4" 1-3/4" 2° 1-114, 1414" 1-1/4" 1-19, 14/4" 1-114" 21 1318" 1318° 2 Anchors @ 4.75' Mln. O.C. / Standard or Offset Clip (Fig. 1Uy 3901be 3901b3 450 Its 890.Ibs 16441bs 2701ba 2801ba 354 @a 7401bs 3741bs 664lbs 90lbs 341 Ibs 4421bs 5 4 Anchors @ 2.25' Min. O.C. / Standard (or Offset) Clip (Fig. 3r 700 Ibs 700 lbs 580 Its 1410 lbs 952 lbs NIA 560 Ibe NIA 630 Its N/A 8801bs NIA 682 lbs B85 lbs 1' 8 Anchors @ 1.15" Mtn, O.C. / Standard (dr Met) Clip (Fig. 4r 960 lbs 1400 lbs N/A NIA NIA NIA 760lbs NIA N/A N/A NIA WA 1363lbs 177G Its 2. 4Anobars @ 3" Min. Q.C.1(2) 20 Angle Clips / (Fg. 5): 780 lbs 780 Its 880 lbs MOO lbs 1800 lbs 540 Ibs 560 Ibs NIA 760 Its 7481bs 880lbs 1892 lbs 682 Its 085 Its 1' 6 Anchors @ 3" Min. O.C. / (2) 2X5 Angle Clips / (Fig. 8}: 11701bs 1170 lbs .1020 lbs 2340Ibs 2844 lbs 810 lbs 840 Ibs NIA 1140 lbs, t 122 lbs 13201bs 2838 lbs 1022lbs 1327 lbs III 4 Anchors @ 0.45" Min. O.C. / U-alp, Into ,126" Alum. (Fig. 7}: NIA WA NIA N/A NIA WA NIA NIA NIA NIA NIA N/A NIA N/A 1, 2 Anchors @ 2.25" Min. O.C./ F-C(ip (Fla. 8): 350 Ibs 350 lbs 290lbs 705lbs 476 lbs NIA 280 Ibs WA 315 Its NIA 440 lbs N/A 341 lbs 442 Ibs 6 4Anchors @ 1.15" Mr. O.C./ F-Cilp (Ro.9): 4801bs 700 Ills WA NIA NIA WA 380 lbs WA WA N/A NIA N/A 682 lbs 1 8851bs Y NOTE FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: __ FIGURE 8: FIGURE 9: i i er-= eNr-r'r i PnR im.q-m r..Tinmck nN t iRINr, THE TARI FR AND RHFFT 9..r, FOR II+ TABLE 7A Mullion Ce achy Table (Ibsg) Opening WM (for vertically-spannM9 mulflons) or Opening Freight (for hmrizontatly-spanning mullions) 50 in 60 in 70 In 80 in 90In t001n 120 In 1 x 4 X .3T5 Rao at Loading 'hap/Tdang. Loading Rectangular Loading TrapfTriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loaning Trap/7rfang: Loading Rectangular Loading Trep/Tnano, Loading Rectangular Leading Trep/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectalt Loads Alum. Tube. Mullion �° Chi o O r+ N 1G a.Q a a `o t u (tl m n a"1 l0 a 3 � v .`6A fi N c c`i c� �'� ..� N S ti `o I- c� n � N a� � a `� � tl °� v o� .•a N `$ qG � d� �`�� OFJ N a r� c �y^ ..w ` ti 0� �� � o `� Mqq a � `o� C& R a `cg a � 11 �+ 10 a s t`i `o� yy 19 o. Zi rd'�J w�. tl{ N � v `d � t II. ti �� Q .-. Q P `� o � p . Q o� •Zj .•+ M N Q ��I. .`� sg n m /+ a �C a` e `may o O o `o� c •U� o� tl N W Lf is r�S lC' O 421n 170.0 62D .170.0 435 170.0 744 170.0 47a 170.0 868 170.0 508 170.0 992 170,0 519 170.0 1116 170.0 521 170.1) 1240 '170.0 621 170.0 1488 170.0 621 W0.0 48In 170.0 708 170.0 024 170.0 650 170.0 634 170.0 982 170,0 Sag 170.0 1133_ 170.0 WI 170.0 1275. 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.4 50,625In 170.0 747 17U 583 170.0 696 170.0 631 170.0 1046 170.0 654 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 759 170.0 1703 170.0 756 158.0 541n 170.0 797 17D0 612 1700 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.9 1594 170.0 859 159.9 1799 170.0 . 861 137.1 6DIn 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 t70.01 1417 170.0 944 170.0 1594 17010 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 Min 170.0 030 170.0 745 i70.0 1116 170.01 860 170.01 1302 170.0 940 170.0 1480 170,0 1016 166.7 1542 170.0 1076 141.0 1642 170.0 1122 117.5 1542 100.5 1150 100.7 s 661n 170.0 074 1170.0 709 170.0 1169 170.0 903 1 W0.0 1 13641 170.0 1002 160.6 1472 17D.0 1086 142.8 1472 10.8 1148 128,5 1472 168.8 11[30 107.11 1472 147.8 11081 91,8 or 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 106.6 1320 128.6 1049 88.0 1 1320 117.0 1024 75.4 n 761n 170.0 1122 170.0 237 149.6 1184 159.4 1013 128.2 1184 139.9 904 1 112.2 1184 125.7 978 99.7 1184 116.3 964 1 89.8 1 1184 107.5 B52 -74.8 1184 97.6 936 "1 78In 166.1 1124 170A 067 13aA 1124 147.0 965 118.6 1124 128.6 947 103.8 1124 115.6 931 92.3 1124 105.8 915 83.0 1124 96.6 000 69.2 1124 89.0 890 69.3 90 in 100.1 844 111.5 750 90.1 8444 736 77.2 844 82.1 724 67.0 844 73.3 712 60.1 844 66.6 702 64.0 644 61.4 03 1 46.0 844 54.2 678 38.6 Be in 89.1 742 91.5 663 74.2 742 77.2 652 1 63,13 742 87.2 641 66.7 742 59.8 631 49.6 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 login 62.6 BOB 63S 530 62.1 688 63.8 621 44.7 586 46.6 513 39.1 686 41.4 606 34.8 588 37.3 498 31.3 566 34.2 492 26.1 586 29.6 481 22.3 Ill In 07.6 555 5B.8 803 48.0 555 49.5 495 41.2 555 42.9 487 WO 656 38.0 460 32.0 656 34.2 473 28.6 655 31.3 467 24.0 555 27.1 457 20.6 1201n 45.6 476 46,4 433 38.0 475 390 426 326 475 33.7 420 28,5 475 29.8 414 25.3 475 26,8 409 ,Mz?-a475 24.5 404 18.0 475 21.1 395 16.3 1441n 28.4 330 28.7 305 22 0 330 224 301 16.9 330 19.3 297 16.6 330 17.0 293 TABLE 78 Anchor Ca acIty Table Ibs - - -� Anchor Clip Pattems Substrate: 2.7k Concrete 3.5k Gana. Hallow CMU Filled CMU PT Woad Anchor Type: 3/16° Eton Ulhaoan 114"i lao Uitraaan 5/18 Elco Ult aeon 3116" Elan Uttracon 1/4" Elea UlGacon 114" 55 Etc* Aggrecator 5116" Eico UBraoon 114: SS Elea Aggregator #10 Steel Screw (G5) #12 Steel Screw (G5) 01 Scr Edge Vmlanae (In): 1+' 2-1i2, 1" 1 2-112" 3.1/8" 1" 2-117 1" 21/T 21 3-118" 2° 0.48" 0.54 Embedment (Olmn : 1. W 1-3/4" 1-3/4" 1-3W 2 1 1/4" 1-114" 1-114" 1-19" 1-114" 1-114" 2" 1-3/8" 1-3/8" 2 Anchors @ 4.75' Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390 Ibs 300 tbs 460 lbs 8901bs le44 lbs 2701bs 280 lbs 3541bs 740 lbs 3741hs 864 Ibs 948 the 341 Ibs 442 Ibs 5 4 Anchors LID 2.28' Wit. O.C. / Standard (or OBset) Clip (Fig. 3): MO Ibs 700lbs 580 Ibs 1410 Ibs 962 lbs NIA 560 Ibs 141A 630 Ibs WA 880 Ibs NIA 682 Ibs 885 Ibs 11 8 Anchors @_ 1.15" Min. O.C. i Standard (or Offset) Clip (Fig. 4): 960 The 1400 We N/A NIA NiA .. N/A 760 The NiA WA N/A NiA WA 1363 Ibs 1770 Ibs 2: 4 Anchors @ T* An. O.C. / (2) 2x5 Angle Cups I (Fig. 5y 780lbs 780 lbs 680 lbs 1560 lbs 1896 lbs $40 lbs 5601bs NIA 760 lbs 746 lbs 860 Ibs 1892lbs 682 Iba 8851bs 1. 6 Anchors @ 3" Min, O.C. / (2) 20 Angle Clips I (Fig. 8r 1170 Ibs 1170-lbs 1020 ibs 2340 Ibs 2844 lbs 610 Ibs 840 lbs N/A 11401bs 1122 Ibs 13201bs 2838 Ibs 1022 lbs 1327 Ibs ti 4 Anchors @ 0.45" Min. O.C. I U-Clip, Into .125" Alum. (Fig. 7k WA WA N/A N/A N/A N1A NiA WA NIA NiA NiA _ WA NIA NIA 1, 2 Anchors @ 225" Min. O,CJ F-Clip (Fig. 6g 350 The 350 1;T-1 290 ibs 705 Ibs 476 its NIA 280 Ibs NIA 315 Ibs NIA 4401bs WA 341 Ibs 442 lbs 6 4 Anchors @ 1.15" Min. O.C./ F-Clip (Ffg. 9j 480 The 700 IN, I WA WA NIA I NIA 380 ibs NiA NIA NIA NIA INA 682 Ibs 885 fbs 1 • NOTE: FOR THE OFFSET- CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: ornr roG 1• GII;I IRF 9• FlPtIRP1, FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INF( TABLE 8A Mullion Capacity Table (lbs/it) Opening Width{farverlicatty-spanning mullions) or Opening Height (farhodzordalfy-spanr ing mullions) 50 In 60 in 70 In 80 in 90 in 1001n 120 In 1.25" X Rectangular Loading TrapMlang. Loading Rectangular. Loading Trap/Ttiang. Loading Rectangular Loading 1taplTiiang. Loading Rectangular Loading rap Ong, Loading Rectartgrrlar loading ftapliflMg. Loading Rectangular Loading FraplTdang. Loading Rectangular Loading ilaplTdang. Loading Rectan Load 3.188" s .265" Alurtl Tube Mull a o C _�y 7 G d _C. v tJ G V U O 'y�yy G Q O ry� C G Ci v O Q' . j llG�a ti a ac'�irCA U �. L G Q, c� '_U� O'C 2` G _ is 4 S' Ci _f •2r' G _ ie ` O Q: U C ry� p.}Wi G U V O� l �* Q }7 G 2" p '(p� Z T�•._ ro 0c O g 2. �• .SC '/ yr a .3 42 in 170,0 820 170.0 436 170.0 744 170.0 476 170.0 868 170.0 506 170.0 992 170.0 519 170.0 i 116 170.0 621 170.0 1240 170.0 521 170.0 1486 170.0 621 170.0 48In 170.0 708 -170.0 624 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1 154.8 1548 '170.0 680 i327 50.6251a 170.0 747 170.0 W3 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 758 139.2 1468 •170.0 756 119.3 64 in 170.0 797 170.0 612 170.0 968 170.0 691 170.0 1116 170.0 764 170.0 1278 170.0 803 163.1 1376 170.0 837 146.8 1316 170.0 866 122.2 1376 170.0 861 104.8 60In 170.0 855 170.0 701 170.0 1063 170.0 797 158.8 1150 170.0 878 i39.0, 1153 167.4 830 123.6 1168 156.8 919 111.2 .1158 150.0 912 :92.7 1158 144.8 805 79.4 631n 170.6 -930 170.0 745 ' 160.1 1061 170.0 850 137.2 1051 165.9 $62 120.1 1051 142.0 848 106.7• •1051 132.a 837 90.1 1061 125.7 330 80.1 1051 119.5 822 84.6 f66In 167A 967 170.0 789 139.3 967 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 760 69.7 m m 72 In 128.7 804 -135.2 698 107.3 604 1152 684 91.9 804 101.3 671 80.4 804 : 91.4 660 7i.5 804 84.1 650 64.4 804 78,8 643 . '53.8 804 . 72.3 633 46A "1 e= 76In i09.4 722 114.4 630 $1.2 722 97.2 618 78.2 722 85.2 606 68.4 722 76.7 596 60.8 722 70.3 688 64.7 722 65.6 580 46.6 722 69.6 670 39.1 76 In 101.2 6W . 105.E 800 84.4 685 89.6 538 72.3 085 78.6 577 63.3 685 70.5 566 562 685 04.5 560 50.6 685 60.1 553 42.2 686 64.3 843 36.2 SO In 65,9 615 63.0 467 54.9 615 575 449 47.1 516 50.1 441 41.2 $16 44.7 434 36.6 515 40.8 426 33.0 616 37.4 422 27.5 515 311 413 �3.5 961n 64.3 453 55A 404 45.3 453 47.1 397 38.6 453 41.0 391 $3.0 453 36,4 386 302 453 33.0 379 27.2 463 30.4 374 22.6 453 26.6 366 19.4 108ln 38.1 358 39.0 1 $23 _31.8 358 32.8 318 11 27.2 35B 1 28.4 313 23.8 358 28.2 308 21.2 358 22.7 304 19.1 1358 218 300 15.0 358 18,0 293 111In 36.1 338 35.8 306 29.3 336 30.1 301 26.1 338 26.1 297 220 338 23:2 293 338 20.9 289 17.6 $38 19A 286 t20 In . 27,8 290 28.3 264 23.2 290 23.8 260 19.9 2990 20.6 256 17.4 290 182 253 EA 290 16.4 249 144In 18.1 201 13.3 186 TABLE 8B AnchorCepecity Table(IbrQ) AnchorCllp Patl�ms substmte 27k Omcrete aftcone. Hollow CMU Ffffedcmu FT Wood AnedorType~ S�i6'EleoUtlEscon 114^ElcoUlUaean 51IT Elca Ultr2enn 3116<EJcraUOracan 1/4"ElcaUltraCan 114" SS oco AggreGator 5ff6° Elco Uttraco0 1f4" S5 Elco AggreGasw #10 S1ed screw(G5} #125teel _ screw (sql #1 Sc Edge Distance (Ind 1' 2-112' i" 2112' 3•i18" 1" 2112" 1" 2'w 2' 3.1/6" 21 0.46" 0.W Embednen: n: i-&V 1.3r4' 1314" I-W' 2' 1-vd" 1-114' 1-114" 1-114" 1,114" 1414" 2" 1-3+8" I-w 2 Anclots @ 4:7a' Min. O.C_ I Standard or Orisel Clip ft 1): 390 lbs 390 lbs 460 Ws 890lbs 1644 Ibs 270 lbs 280Ibs 3541b6 740 lbs $741bs 664 lbs 946lbs 341 Ibs 442lbs 4 Anchors @ 1.15" Uhl O.C_ 1 S€encla d (or Offset) Clip (Sq. 4 480 lbs 700 lbs NIA WA NIA NIA 380 Ibs N/A WA NIA WA WA 682 Ibs 8851bs 1 4 Anchors @ 3" Min, O_C_ 1(2) 2K5 Angle Clips 1 (19g. Sy 7W lbs 780 lbs 680 lbs 1860 lbs 18961bS = 640 Ihs 6W lbs ' WA 760 lbs 748 lbs 880 Ibs 1892 Ws 682 WS 8851Ess 1 4 Arc hors 0 0.45" Min. O.C. / U-CHp. Into .126° /ilun. (Ffg 47 NIA NIA WA NIA NIA N/A NIA NIA WA NIA WA WA N/A NfA 1 Anchor I t=-Cllp 09gL 5k IX IDS 1 105 lbs = Its- 401M . 822 lbs 135 Ws 140Ibs 177 ibs 3701bs 187lbs 332 Ibs 473lbs 170 bs 221 tbs H 2 Anchors @ IA& Min, O.QJ F-Clipg 6) 1 240 ibs 1 350 fbs NIA WA NIA N/A 190 lbs N1A WA WA NIA N1A 34181s 442 lbs IS NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1; FIGURE 2: TABLE. NOTES: 1) SEE SHEEP' 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IN! ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 'rAmi c el I rtiuLA„ arm Mullion Capacity Tabs@ (Ibs1fe) Opening.Width (for vertically -spanning mullion) or Opening Height (for hurizontal(y-spanning mullions) 50 in 601n 70 in so [a 90 in ' 100 In 1201n Win 1.25 x 3.25 Rectangular Loading TraplTdang, Loading Reclangular Loading TraplTdang. Loading Rectangular Loading TrapfWang. Loading Rectangular Loading TraWTdsng. Loading Rectangular Loading TraprTdang. Loading Rectangular Loading Tiaplirlesg. Loading Rectangular Loading TrapnWang. Loading Rectangular l Loading X .100 Alum. Tube Mullion r d* a B. $ a 8 8 tY 8 , B 421n 170.0 620 170.0 435 170.0 744 110.01 47B 1170.0 868 170.0 608 170.0 992 170,0 619 170.0 1116 1,170.0 521 J63.3.1 1118 170.0 521 127,7 We 170,0 521 109.5 1118 1: 481n 170.0 708 170.0 524 17o.o 85o 170.0 584 107,6 976 110.0 630 146.7 978 170.0 061 130.4 978 170.0 677 117-3 978 170.0 080 87,0 978 170:0 Sao 83.8 978 1: 50.625In 170,0 747 170.0 563 170.0 896 170.0 B31 150.7 927 170,0 684 131.0 927 108.5 700 111.2 927 159,1 699 10-5 927 158.3 698 87.9 927 168:3 695 75.4 927 11 64In 170.0 797 170.0 612 164.5 869 170.0 6911 132.6 869 163.9 663 116:9 889 141.8 e69 103.0 869 134.0 680 92.7 869 120.8 664 77.3_ 869 128A 962 662 869 1: 601n 143.2 746 163.8 634 119.4 746 132.3 620 102.3 746 117.8 BOB 89.6 746. 107.8 609 79.6 746 101.0 692 71.6 748 08.8 687 60.7 748 93.3 683 6i.2 746 .f ::�. 63In 123.1. '677 132.0 579 103,1 677 113.2 668 08.4 677 100,4 655 17.3 877 91-4 548 89.7 .877 85.2 539 61.9 677 : 81 0 634 51.e 677_ 77.0 Bze 44.2 677 7 65In 107.6 617 114.1 $30 89,7 847 97,6 519 78.9 all K3. BOB 67.3 817 78.3 500 99.8 617 72,8 494 MR 617 68.7 489 44.8 617 84.4 483 38.4 617 .t "1 C 72In 82.9 518 87.1 450 69,1 618 74.2 440 59,2 518 85.2 432 61.8 518 68.0 425 618 64.2 419 41.4 618 50.7 414 34.6 518 46.6 408 29.6 618 4 a 76 In 70.6 465 73.1 406 . 58:7 466 ' 62.8 398 60.3 466 .54.9 390 44.1 466 49.4 304 465 • . 45.3 378 96,2 486 42 2 374 29.4 d86 98 3 387 26,2 485 78 in 65.2 441 68,0 387 84,3 441 67.7 379 46.6 441 80.8 372 40.8 441 46A 366 r23.0 441 41.6 $60 32.6 441 38.7 368 27.2 441 34.9 349 23.3 441 go In 42.4 332 .43:8 295 364 332 37.0 289 30.3 332 323 284 26.5 332 2648 280 332 29.1 276 21.2 332 7A.1 272 1Z7 332 21.3 26B 16,2 332 1 861n 35.0 291 35.9 260 29,1 291 30.3 258 25.0 291 284 252 21.9 291 23.5 24B . 291 21.3 244. 17.6 291 19.6 241 14.6 291 17.1 236 12.5 291 1 1081n 24.6 230 25.1 208 20.6 230 21.1 205 17.6 230 18.3 201 15,4 230 16.2 198 111 8t 22.6 218 23.1 197Mg 218 19A 104 16.2 216 16.6 191 14.1 218 14.9 188 120In 17,9 187 18,2 170114.3 187 1 16.3 167 TABLE 9B Anchor Capaalty Table Ibs) Anchor Clip Patterns SObsiwte: 2.Tk Concrete 3.5k Cann. Hollow CMU PBIed CMUf -PTWood AnohorType: 3/16° Moo Ullmcon 1/4" Elm Ulhaoon Glib", Eloo tlRtaoon $116" Elco Ulriaoon 414" Elco Ullraoon 114" SS Eloo AegBGalor 5/16" Eloo Uitrecon 1/4 3S E140 AeOreGa[ar #10 Steep Screw (G5) #12 Steel Screw (05) 91 Sot Edge Distance Qn): 1" 2-112" 1" 24W 3-118" 1" 24W 1" 2.112" 2° 9-1/8" 2" 0.48" 0.544 Embedment (Inj 144" i-314" 1-114" 1-31N, 2". 1114" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" t 318" 13/8° 2Anchors @ 43W Min_ 0:0.1Standard 0r Offset Gip (Fig. IN 390lbs 390 Ibs 460 Ibs $00lbs 18+}4 Ibs 270 Ib-&T 280 iba 354Its 740 Its 3A 1bs 664 Ibs 946lbs 341 Ibs 442 Ibs 5 4 Anohom @ 1.16" Min, O.C,1 Standard (or Offset) Clip (Fig. 2y 480 Ibs 700 Ibs NIA NIA NIA NIA 360lbtr NIA N/A NIA WA NIA $82 Ibs 885lbs 11 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Flo. 3y 780 Ibs 780 Ibs 680 Ibs 1660Iba 1890 Ibs 6401be 5601bs NIA 760 Ibs 748lbs 880 Ibs '1692 the 682 lbs 085 We 1 3Anchors ® 0.54" Min. O.C. / U-Clip, Into.100" Alum. (Fig. 4): N/A N/A NIA NIA NIA NIA NIA NIA NIA MIA NIA NIA NIA NIA 9 1 Anchor/ F-Clip (Fig, n 105Ice 19515s 225Ibs 445 The 82211s 135lbs 140 Ibs 177 Mai 370 Ibs 187 Ibs $32 Ibs 473 Ibs 170 Ibs 221 Iba 2 2 Anchors @ 1,15" Min. O.GI F-Clip (Pig. ex 2401be 350 Ibs NIA NIA N/A NIA 190 Ibs NIA NIA NIA NIA NIP: 341 Ibs 4421159 5 FIGURE 1: FIGURE 2 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORIV ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mullion CapecityTable (IbsR) Opening Wd1h (ibrvellicailyspanning mtjMons) orOpening Height Qbnccrizcr9aIi-sparirnirq mullions) 50 in 60 in TO in 110 In 90 in 100 in 120 in 140 in Ractangrdar Trap/Triang_ Rectangular Trap/Nang. Rectangular Traµ'Tdang. Rectanplar TroplTiieng. Rectangular Trep/rriang. Rectangular Trapfrdong. Rectangular Trap/lriang. Rectangular 1 25 x394 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading X .624 Tube A,Ww 3(t.,> uC�. �rm om `ss .aw. �twm� sWaC a�p ��. '� o.0 oAlum. ; ,-c� rti, ,pa1, W m IIIm W .w 1 w SC m W m rs 9. WOe m a W a .ID aMullion U •wQ mC (.$mC� ` SGJ 'aUL' U U•.Comm �-wp ;59 U C U ] _ C C�� c: 5 p Q `1;5op Q •�. SUb�W y V V a H -213 V O y .LU V tm rq _ 'mn _ _• c. d`rr �� err �c ds is .fir A d C �� r d`00:: ¢� A d�.cc 2 tc 2� 421n 178.0 620 170.0 435 170.0 744 170.0 478 170,0 B6B 178:0 506 170.0 992 170-'0' 510 170_D 1116 170,0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 1 40In 170.0 TOO. 170.0 624 17q_0 660 170.0 884 i78-0 992 :170.0 630 170-0 1133 170.0 661 170;0 4276 170.0 677 170.3 1417 170-0 680 170.0 1700 170.0 680 17.0.0 1983 1 50.625 in 170.0 747 " 170;0 663 170.0 896 170.0 631 170-0 1046 170.0 6a4 170.0: 1185 170.0. 723 .170.0: 1346 170.0 747 170.0 1494 170.0 756 170.E 1793 170-0 766 170-0 2092 1 54in 170.0 707 170.0 612 170-0 956 170.0 691 17D,0 1116 170.0 754 170,0 1275 170.0 803 170.0 1434 170,0 837 170,0 1694 470.0 856 170A 1913 170.0 881 170-G 2231 € 60in 170.0 885 170.0 70€ 170.0 1063 170.0 797 170,0 1.240 17U 078 170.0 1417. 170.0 944 170.0 1554 170.0 .096 170.q 1771 17U-0 1033 170.0 2125 :170.0 1063 148.3 2183 :1 63in 170.0 930 170.0 746 170.0 1116 170.0 $60 170.0 1302 170.0 940. 170.0 1488: €70.0 1016 170.0 1673: 170.0 `1076 170.0 1869 170.0 1122 156--9 2060 170.0 1169 '134.5 2060 .1 Im 661n 170,0: 974 170-0 70 170,0 1169 170.0 903 170.0 1304 170.0 1002 170.0 .1666 170.0 ING 170A 1763 170.0 1166. 170.0 :€'s48 170.0 1210 1410 1966. 170•a 1275 122.6 1%6 1 721n 170.0 1063 170.0 878 17a0 1275 tib.tF 1009 170:0 1488 170:0 i126 170.0 1700 170_0 1220 754.1 1734 170.0 €315 138.7 1.1734 169,8. 1386 115.6 _ 1734 166.9, 1364 99.1 1134 1 0 170.0 1060, 158.5 1666' 170.6 1209 147A ima '€652 1295 '131-1 1666 1S1.5 1266 117.9 1556 :141.3 1251 80.3 1565 128.3 1229 042 1566 1 761n. .170.D 1122 .179:0 937_ 170.0 1346. 78in 170.0 1161- '170:0 W . 170.9 1304 170.0 1116 166.9 1477, 168.9 1245 136.4 1477 152.0 1224 121.2. 1477 139.1 1200 109.1 1477 129.6 1191 911.9 "1477 116.9 1199 77,9 1477 1 90 in 142.0 1110 146.5 966 110-4 1110 123.9 966 19i,5 1110 107.9 951 60-8 1110 96.3 936 T8.9 1110 :87.6 922 71.0 Ilia . 80.7 910 59-2 ilia T1.3 691 sa.7 1110 E 96 in 117.0 975 120.3 872 97.6 975 101.6 856 83.5 975 08.3 842 732 975: 79.5 329 66.0 .875 712 817 58.5 975 65.4 607 • 48.$ 975 67.4 789 41.11 976 :.: IN in 822 771 84.0 696 68,5 771 70.7 685 $8.7 771 61.3 674. 61.4 771 : 64-3 564 45.7 771 49.0 656 41.1 771 44.9 647 34.3 771 : 38.9 632 29.4 771 Ill in 76.7 730 77.3 861 63.1 730 66.0 ,-B5o 64.1 730 56.3 $40 A7.3 730 49-9 63t 42.1 730. 45.0 622 37.9 730 41.1 614 :31.6 730 :35.6 .000 .27.0 730 120In 59.9 624 61.0 669 49-9 624 51.2 660 42.8 624 44.3 562 V-5 624 39:2 544 333 624 36.3 637 30.0. 624 32.2 531 25-0 824 27-7 519 21.4 624 ' 144in :34.7 433: 35.1 400 20.9 433 29.4 395 24.8 A33: 25A 390 21.7 433 :'M4 366 19-3. 433 ..20,0 3111 :17.3 433 182 376 I TABLE 11 B AnchorCaps city. Table fibs) Anchor Clip Patterns SUbSt*tff 2.71c COnereie 3:5k cone. - Hollow emu Filled CNIII PTWootl Anchor Type; 3r1o" Elco Ultr�on 114" F-teo ultracon SM W Elco Ultracon 3/16' Elco Ultruan 174" Eleounracon IW SS EICO AggreG�ar Ws, Etee UOraCOn 1/4" SS E]co A9En:Ga1or ft Steel Screw (GC-,) d412 SWI Screw (c�'tj #k Sc Edge Distance OnX 1" 211T 1" ' 2112" $-118" 1" .2-1/2" €" 2-11T 2' . 3-1w 2' 0,4B" 0.&r Embedr0enf On 1314" .: 1 /4" 13/4" 13/4" 2" . 1-1/4" 1 1I4" i-114" 1-1v v i-1/4". 1-Ifir 2' 1.318" 1-W, 2 Anehora @ 4.75' Mint O_C• I $Mndatd O Oftet Clip (Fig. fY 390 IDS sgO Ibs 450 Ihs 890 Ibs 169 Ibs 270IN 2601bs 3m IDS 740 Ibs W41bs_ 664 ibs 946 Ibs 341 Ibs L442 IDS 4 Ambors @ 1,15i1 Min, 0.0-1 Standard (lit OfItsel)Cflp (fig. 2y 48D IDS Tan lbs N/A N/A NrA NiA 380 IDS NIA NIA NIA N/A NIA 6821bs 885 Ibs- I 4 Anchors @ a, Min. O_C. 1(2) &&Angle C9ps i (f9g. 3) 780 OYs 78D Ibs -MO IDS 1560 IDS 1098 Ibs 54a ibs :. 660 u3s NIA 76D Ibs 748 Ibs 860 IDS 1892A ibs 6821DS 865 IDS 1 4Amnors @ 0,54" Min. O.C. I U-Clip, Into Aw AluOt.(Rg_ 43 NIA WA N/A NIA NIA NIA NIA NIA WA N/A WA pil NIA NIA 1 1 Ana nor) F cip (fig. 5y i 195 IDS 195 iDS 24 ibs 445 IDS 872 M 1351bs 140 Ibs 177 IDS 8701bs 187 !bs 332 ibs 473 ibs 170 ibs 221 Ibs.. i 2 Anchors @ 1.10' Mtn, O.C.I F-CUp (Fig. 6) 1 240 Ibs I SW ibs NIA N/A N/A N1A 190 Ibs WA N/A NIA N/A NIA 1 3411DS 442 Ots FIGURE 1: FIGURE 2. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IN ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS: -rAaLr-1aA Million Capacity Table Pbefle) Opening Width (forvedieally-spanning mullions) crOpening Height (forhorizontaily-9pannim mtdlions) 50 in 60 in 70 In so In 90 in 100 in 120 in 140 in Rectangular Trap/rdang. Rectangular Traplfriang. Rectangular Trapff'dang.rRgular Traplfdeng. Rectangular TrapKilang. Rectangular Trap/Triang, Rectangular Trap/fdang. Rectangular 1.25 x3.26 Leading Leading Loading Loading Loading Loadingng Leading Loading Loading Loading Loading Leeding Loading Leading x .624 Alum- rube U a Al Y u Y .. c+ r. Y .. MulllonG�^ i" . W mm9. vp�W U�¢-+ U�o U Ua U U U U U Uy U U U V v U �+ g� �a g dx°1 �a fa 42in 170.0 820 170.0 436 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 671 -170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1736 1 48in 170.0 709 170.0 524 170.0 860 170,0 584 170.0 992 170.0 630 17D.0 1133 170.0 661 170.0 1275 170.0 677 -170.0 1417 170.0 860 170.0 1700 170.0 680 169.7 1979 1' 50.626 in .170.0 747 179.0 663 170.0 696 170.0 631 170.0 1046 170.6 684 170.0 1195 170.0 723 170.0 1246 170.0 747 170.0 1494 170.0 768 170.0 1793 170.0 756 152.E 1877 T 64 In 170.0 797 170.0 612 170,0 966 170.0 691 170.0 1116 170.0 764 170.0 1276 110.-0 803 170.0 1434 170.0 SW -170.0 1594 170.0 856 156.4 1769 170.0 061 134.1 1769 1' 601n 170.0 606 170.0 701 170.0 1063 170.0 797' 170.0 '1240. 170.0 878 170.0 1417: 170.0 844 161.1 1611' 170.0 996 145.0 1511 170.0 1033 120.0 151t .170.0 1063 103.6 15it 1' 63In 170.0 930 170.0 745 170.0 1116 170.0 $60 170.0 1302 170.0 940 456.6 1370: 170.0 1016 139.2 1379 170.0 1076: 126.3 1370 164.0 1082 104.4 :1370' 165.9 1672 89,5 1370 1 p Ad in 170.0 974 170.0 769 170,0 1169 17D-0 903 156.6 1248 170.0 1002 136.2 1248 168.8 1013 121.1 1248.1147.1 1000. t08.9 1240 139.0 969 " 00.8 1248 "130.4 578 77.6 1248 11 721n 167.0 1049 170.0 876 139,9 1049 160,2 092 119.9 1049 132.1 876 104.9 1049 119.1 860 932 1049 109.7 64B 83.8 1049 102,7 838 69.9 1049 94.3 625 69.9 1049 : n 9Af f26.8 80fi 101.9 941 1112 89.2 941 100,0 777 79.3 941 91.7 766 71.A 941 86.6 767 69.5 941 77.6 744 51.0 941 i . I6in 142.7 941 149.1 822 1te.9 70 In 132.0 894 INN 783 110.0 694 110.9 7G7 94.3 894 t02.4 82.6 894 91.9 740 73.3 894 64,1 730 66.0 894 76.3 721 66.0 894 70.7 707 47.1 594 t so In. 85.9 671 88.7 598 71.6 671 74.9 696 61A 671 65.3 63.7 671 68.2 666 47.7 671 62.8 858 43.0 671 40.8 651 35.8 671 43A 639 30.7 $71 as in 70.0 690 72.8 527 59.0 698. 61A 518 60.6 690 61A .44.3 ]408 690 47.6 602 39.3 . 690 43.0 484 36.4 690 39.6 498 29.6 690 34.7 477 25.3 69D 108in 49.7 466 60.8 421 41A 466 42.8 414 35.6 466. 37.t 31,1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 301 20.7 466 23.5 302 VA 466Ill In 46.0 441 463 4 00 382 441 32.3 393 32.7 441 24.1 28.6 441 30.2 382 26.4 . 441 272 376 22.9 441 24.9 372 19.1 -441 -21.5 363 IGA 441 1 120In 36.3 378 36.9 344 3D.2 376 31.0 339 26.9 378 26.8 3 22.1 378 23,7 329 20A 378 21.3 325 18.1 378 19.5 321 16J. 378 18.7 .314 144 in 21.0 2G2 ?1 2 242 17.6 26? t7.8 238 t6.0 262 15:3 230 .11 TABLE 10B AnchorCepacity TabLe(lbs) AnchorclipPattems Substrate: 27k Concrete 3,5k Cate. Hc4ow CMU Filled CMU PT Wood Anchor '[We: 3f1B'4scoultracart 1/4"E[coUltracon all& Elco ultraeon y16"gcoUltracon 1/a"Elcounraeon ti4" SS Elco AggreGator 6/16' Elco Utlraean 1l4" SS pica AggreCiator #10 Steel Screw (c35) #12steel Screw (t35) #1 5ci Edge Wstance pn : 1" 2-112, t" 2421 3,W' 1" 2-1/2' 1" 2-1/0 2". 3.1/8" 2" 0AB" 0.54" t ErnbecknUlt gITY,1 I-Sm" I-W 1-0/4" 1-W 2" 1-1/4" 1 1-1/4" 1-114" 1114" 1.114" 11/4" 2' 1-318" 1-Wr 2 Anchors @ a 79' Mtn. O.G. / Standard or Ofrset Clip (fig 1 ' 390 Wa =ft 4%Ilea 890 Ws 1644 Ibs - 270 Ws 280Ibs 354 I0S 740Ibs 374Ibs S64 Ibe 946 Ibs 3411b3 4421bs 4 Anchors ®1.15" Min. O.C.I Standard (or Onset) Clip (Fig. 2): . 480 Ws 70D!F6 NIA NIA NIA NIA 3801bs NIA WA NIA NIA WA 6821b8 Gas Ibei 1 0nchors 0 3" Mtn. O.C. ► (2) W Angle Clips I (Fig- 3): 760 lbs 780 Ib9 68D 143 1660 lbs IBM IN 640lbs 56D 1b9 N/A 760IDs 748 lbs 880 IDS 189216 6821)s 865 lbs 1 3Anchars @ 0.54" Mitt. O.C. I U-Clip Into .100 AIUm. (Fig. 4y NIA NIA NIA WA NIA N/A NIA NIA NIA N/A NIA NIA NIA NIA 9 1 Anchorl F-Clip (Fig. 5): 105 ms 195 Ibs 225lbs 445 Ibs 822 Ibs 135 me MIDI 177 lbs 370Its 187lbs 332 Ms 473 itn 170lbs 221 Ws .. 2 2 Anchors ® t,16' Min O.W F-0Op (Fig, 6): 240 IDS 35D Ibs NIA NIA NIA NIA 19D lbs WA NIA WA N/A WA 341 lbs 442 Ibs e FIGURE 1: FIGURE 2: ® 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI ON. LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. -rARI G 1 JA Mullion Ca aclty Table bsffe) Opening WWdth (for vertioslljhspandrlg mdlions) or Opening Height (for hollzontafly-spanning mullions) 50 in min 70 In 80 in 90 In 100 in 120 In 2 X 4 X .25 Rectangular Load'mg Trap/itlang. Loading Redangrdar Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trapfrelang. Loading Rectangular Loading Trapfrdang. Loading Reetangider Loading TrapfrtraM. Loading Rectangular Loading Th pMiang, Loading Rectano Loading Atom. Tube Mullion ^ n O C n Co,- O Ii .-, _ n? oC� Ur O N `a k � � �' '3� <LG1C ? 3 ro _ rid n� LL�� tC3 4.� e`){pJ eiv G O_ ci 8a 4 Q. d'J_� O y ti Q^ c�G_�_ n O. p c`}�E O d_j _ �. CL 421n 170,4 620 170.0 435 170.0 744 170.0 478 170.0 868 170.01 506 170:0' 992 170.0 610 17D.0 1116 170.0 521 170.0 1240 170.0 521 170A 1488 170.0 521 170.0 T 48In 170.0 708 170.0 524 170.0 850 170,0 684 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1215 170.0 $77 170.0 1417 '170.0 Sao '170.0 1700 17D.0 680 170,0 1! 50.6251n 170,0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195- 170.0 723 170.0 1346 170.0' 747 170.0 1494 170.0 756 170.0 1793 170.0 766 170.0 2r 641n 170.0 787 .170.0 812 i70.0 956. 170.0 691 170.0 1116 170.0 764 110,0 1275: 170.0 803 170.0 1434 17D.0 837 170.0 1594 '170.0 855 170.0 1913 170.0 Sal 170.0 2 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 176.0 1240 170,0 078 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1711 170.0 1033 170.0 2126 170.0 1063 170.0 2• 63'in 170.0 930 170.0 745 170.0 1116 170.0 550 170.0 1302 VGA 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 16.6.7 2! 66In 170.0 .974 170.0. 789 170,D 1169 170.0 003 170.0 1344 170.0 1002 170.0 1558 170.0 1066 170.0 1763 170.0 1165 170.0 1948 170.E 1210 170.0 2338 170.0 1276 151A 2, 72 in 170A 1063 170.0 876 170.0 1275 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1224 170.0 1913 170.0 1315 170.0 2125 170,0 13e7 145.6 2184 170.0 1488 124.8 2• 761n .170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794. 170.0 I= 1661 1960 170.0 1421 148.E 1960 170.0 1505 123.6 1960 151.E 1W 106.1 11 78 in 170.0 1151 170.0 967 170.0 1381 170,0 1116 170.0 1611 170,0 1250 170,0 1842. 170.0 1369' 162.7 1661 170.0 1474 137.4 1861 163,1 150t1 114.8 1861 147.3 1473 982 1 901n 170.0 1520 170.0 1144 149.1 1398' 158.0 1219 127.6 1308' 136.0 1198 111.8 1398. 121.3 1179 99.4 1398 11Q2 1162 89.5 1398 101.E 1147 74.5 1308 89.8 1422 63.9 1: 96 In 147.4 1229 151 s 10911 122.9 1229 127.0 1079 105.3 1228 111.2 1061 92. 1229 98,9 1044 81.9 1229 89.6 1029 73.7 1229 82,4 1018 61.4 1228 72.2 993 52.7 .1; 1081n 103.5 971 106.8 877 $6.3 971 89.0 862 74.0 971 77.2 849 64.7 071 68.4 837 67.6 971 fi1.8 82b 51.8 971 56,6. 815 431 971 49:0 786 37.0 9 1111n 95.4 919 07.3 832 79.6 919 81.9 619 68.1 919 70.9 806 59, 919 62.9 794 53.0 919 50.7 764 47.7 919 51,8 774 39.7 919 44.8 766 34.1 9 120in 75.5 766 76.8 716 62.9 786-:1 64.5 705 53.9 786 55.6 695 47.2 788 49.4 686 41.9 786 44.4 677 37.7 1 786 40:5 668 31.5 786 34.9 663 27.0 7 144 In 43.7 546 442 504. 36.4 548 37.0 498 31.2 546 31.9 1 491 27.3 546 ' 26.2 1 486 24.3 646 26.3 479 21.8 546 22 9 474 182 546 19.5 464 15.6 5 TABLE 12B AnchorCapacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k 00 rr Me 35R Conc. Hollow CMU I FilledCMU F'TWood i4rachnrrype: 9r16'ElcoUl[raeon V4"EICOUilraCOn 51101 Elco Uitramn 3116"flcoUftr�txl V4"EicaUitrac00 114" $S Elco AggreGamr 5116" Eico U14rdcan 114" SS Eh co Aggreaattr ,'110 Stile 3crew(G5) #'12Steel Screw (t?5) W Sc: Edge Dstance (inj: 1" 2-V2' 1" 2-112' 3-10, r' 21/0 i" 21/0 2' 3.1/e, I 2' OAV 0.5c 1 Ember dent ft 1.3/4" 1 W, 1-3/4" 1-4" 2" 1-1/4" 1114" 1-114" 1-114' 1114" I-lle 2" 1-3'8" 1318" 2 Anchors @ 4.75" Min. O.C. I Standard or OYSet Clip (Flg 1&2): 3W lbs 390 lbs 4501bs 890 ibs . 1644 lbs 2701bs 280 lbs 354 lbs 7401hs 374 lbs 694 lbs 946 lbs 341 IDS 442 U 4 Anchors @ 2.68" Mtn O.C. I Standard (or Ofbat) Co (Fig. Sy. 740 lbs 740 lbs 6W lbs 1485lbs 1424 lbs NIA 5111.111s NA 695 itr3 N/A . 88D MS NIA 682lbs 885lbs 1 6 Anchors @ 1.71" Min. AG. / Standard (or Met)Clip (Fig. 4), 885 Ws ILO-%V 758 lbs 1946lbs N/A WA 705 ft N/A 7921In N/A WA NIA 1022IW 132710S 1; 4Anchors @ 3° Min. O.C.1(2j20Angle Clips / (Ag. 4 780lbs It% 6W lbs 1560 ft 18%lbs 1t>3 560 ft N/A 760lbs 74S lbs 880lbs 1892I1135 682lbs 88511:6 1 6Ane hors @ 3" Mtn. O.C.1(2) 2K5Angle Clips 1(Fig. 4 1170lbs 1170 ft - 1020 The 2340 Ibs 2644 Ibs 6' bs 840lbs NIA 1140 WS 1122 N 1020 lbs, 28M ibs 1022lbs 1327 Its I. s Am hors @ 1.34" Min, d.C. / U-Clip, Into .125" Atom. (Fig. 7j: N/A WA NIA WA WA N/A N/A NIA N/A NIA WA WA N/A N/A:Cl 6Am hors @ 0.64" Min. O.C. / U-Clip, Into _125' Alum. (Fig. By NIA NIA I WA WA NIA N/A WA N/A N/A NIA WA 'WA NIA NfA 2 2 Anchors @ 2-W MIIt. O.C./ F-ClIp (Fig. 4 370 Its 370 Ibs 315 lbs 743 lbs 712 Ibs NIA 260 Itrs NIA 346 lbr. NIA 440 lbs N/A 341 lbs 4� Ibs 3Archors 0 1.71" Min. O.C_/ F-Clip (Fig_ 10$ 443 lbs 525lbs 379 ibs 073 lbs NIA MA 3531bs NIA 3991bs NIA WA N/A MIN 1 694lbs 1, f NOTF- FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Csitt A W VALUtti AKC Ut5W IN 1 HtW I:AAMYLIr UN SHl FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • o • e 11`�r 0 TABLE NOTES: TAW F 1'2A Mullion Capacity Table fibslFtz Opening rAdth (for vertically-spanning mullions) or Opening Height (1br 6izontally6sparaijng mullions) 50 In 60 in 70 In 80 in so In 100 In 120 in 2 x 6 x .2ra Rectangular LOadmg 11aprMang. Loading Rectangular Loading Trapff&ng, Loading Rectangular Loading Trapfl'dang. Loading Rectangular Loading 1lrapl7dang. Loading RectmoAar Loading Twusng. Loading Rectangular Loading TraprWang. Loadng Rectangular Loading Traplidong. Loading Rectangu Loadln( Alum. Tuba MUUiOrrLs t�U C O �� �g Y�iv i 7 �aa [ VS� _ c O fq� .� G tti� .v .0 n C m +[?] C 0 �� 7U'i r� 'j o v m ii c U.+ L ' n U� C.'� U7.t� l ._ ce CU C O �� UU .a•. C c� V 5 �O �v . O i _ a U 01 pv C ` _�d`tC W `o R y 3 W N is tV _ fC B p L o T o. iC S ,= i o$ <7 �..7 -- ( 8 t0 7 � c d`a C a �5� d`'�' ,� v ,LQ era dca cr o, M � inY ar-. , '� g a�o� Cl im A' ZOm•7 L u Q 42 to 170,0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 892 170.0 519 -174.0 1116 170.0 521 .17.0.d 1240 .170.0 521 170.0 1A88 170:4 521 170.0 1' 48In 170-0 708 170.0 $24 170.0 850 170.0 $84 .170.0 092 :170.D 630 170.0 1133 170,0 601 170.0 1275. 1.170.0 677 170.0 1417 170.0 680 1m.0 1700 170.0 680 170.0 1! 50.6'25 In 170.0 747 170.0 563 170.0 US 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 17Q0 747 170,0 1494 170.0 756 170.0 1793 170.0 758 170.0 ' 21 541n 170.0 .797 170.0 612 17D.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 2: 601n WU 865 170;0 701 170,0, 1083 170,0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0. 1594 170.0 9915 170.0 1771 170.0 1033 170.0 2125 170,0 1063 170.0 2 63In 170.0 030 170.D 746 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1016 170A 1673 170.0 1078 170.0 IS% 170,0 1122 170.0 2231 170.0 1169 170.0 21 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170A 1364 170.0 1002 170.0 1658 170.0 1056 170.0 1753 170.0 1165 170.0 1948 110.0 1210 170.0 2338 170.0 1276 170.0 2' 72 in 170.0 1063 170.0 878 170.0 1275 170,0 1009 170.0 1488 170.0 1126 170.0 1700 170,0 1228 170.0 1913 170.0 1315 170.0 2126 170.0 1387 170.0 2550 170.0 1488 170.0 2! 't 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1670 170.0 1209 '170.0 1794 170.0 1322 170.0 201t3 170.0 1421 174.0 2243 170.0 1505 170.0 2692 170,0 1629 170;0 3 g is in 110.0 1151: 170.0 967 170.0 1381, t70.0 1116, 1704 1611. 170,0 126D 170.0 1842 .170.0 1369 .170.0 2072 .170.0 1474 170.0 2302 170.0 1664 170,4 2763 170,0 1700 170.0 t 90 to 170-0 1323 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170A 1653 170.0 2391 170.0 1793 170.0 2656 170,D 1918 170.0 3188 170.0 2125 156.0 3• 961n 170.0 1417 1170.0 1232 1710 17W 170,0 14M 170.0 1983 170.0 1822 170.0 =7 170.0 1794 170.0 2550 170.0 1952 170,0 2833 170.0 2095 160.0 3199 170.0 2338 137,1 3 108 in 170.0 1594 170.0 1409 170.0 1918 170.6 1647 1 170,0 2231 170,0 1470 170.0 2550 17'0,0 2076 164.8 2781 170.0 2271 14&s 2781 161.9 2333 123.8 2781 140A 2281 105.9 III In 170.0 16M 170.0 1454 170,0 196E 1 170.0 1-100 170.0 2293 170.0 1932 170.0 2829 170,0 2149 151.8 202 162.3 2245 130.6 2632 148.4 22le 113,8 2632 126A 2108 97.8 2. 120In 170.0 1771: 170.0 1586. 170.0 2126 170.0 1859 154-4 2252 159.9 IS 135.1 U52 141.4 1064 120.1 2252 .1.2 1938 10BA 2252 118.1 1915 90.1 2252 99.8 7872 '77.2 2 1441n 125.1 1564. 128.E 7445 101.3 i564. 100,1 1425 89.4 15t# 91.5 1407 78,2 1564 8tl,7 1390 695 1684 72.3 1373 62.E 1564 65.7 1358 521 1584 .56.0 1330 44,7 t TABLE13B Anchor Clip Patterns Substrate: Ancnor 23k Concrete Ua a 3.5K Cono. 1w I apse I05 Holla'rr CMU Filled CMU PT Wood Anchor Type: 3116' Eico Ultmoon 1/4" Sea Ultraoon 5/16Elco Ultracon 3116" Elco Ultracon 1/4" Elce Ultracon 1l4" SS C-ioo AggreGator 5/18" Elco Ultra= 1/4° SS Etco AggreGator i110 Steel Screw (05) #12 Steel Screw (05) o Sc Edgeastanoe(Inj 1" 2.112" 1" 2-1/2' 3-118" 1" 2-1a. 1° 2112" 2" 3418" 2" OAS'• aw ! Embedment (in): 1-3/4" 1-3/4" 1-314" 1-314" 2 1-1/4" 1A14" 1.114" 14/4" 1.114" 1-Ile 2" 1-3191 "18" 2Anchors @ 4.75" Mkt. O.C. I Standard or Met Clip (Rg. 1 &2): 390 lbs 390 Ibs 460Ibs 8801be 1644 lbs 270 lbs 280 Ibs 364 lbs 740 Ibs 374 lbs 664Ibs 946lbs 341 lbs 442.Ibs 4 Anchors @ 4.68" Min. O. C. I Standard (or Offset) Clip (Fig, 3): 760 fbe 780 lbs 9001bs 1780 lbs 3232lbs 540 Ibs 56D Ihs 708 Ibs 1480 We 748 Ibs 1272 The 18921bs 882 the 685 ibs 1 8 Anchors @ 1.71" Min. O.C. / Standard (or Offset) Clip (F1g; 4); 1180 lbs 1400 Ibs I= Ibs 2695 lbs NIA- N/A 940 Ibs NIA 1065 the WA WA NIA 1363 ?be 1770 Ibs 2 4 Anchors 3" Mtn. O.C.1(2) 2x5 Angle Clips / (Fig. 5): 7801bs 780 Ihs 680 Ibs 1560Ibs 189E Ibs 540 lbs 560 lbs N/A 760 The 748 The 8801be iB92 Ibs 682 Ibs 885 We 1 8 Anchors @ 3" Min, O.O. I (2) 20 Angle CIIps I (Fig. 6): 15601be 1560 lbs 1360 Ibs 3120 Ibs 3792 Ibs 1080 lbs 1120 Ibs NIA 16201be 1496 lbs 1780 Ibs 3784 Ibs 1363 Ibs 1770 Ibs 2 12 Anchors ® 1.5" Min. C-C. / (2) 2x5 Angle Clips / Mg. 7): 1660 lbs 2100 Ibs 1440 lbs 3780 Ibs WA WA 1320 Ibs WA 1500 Ibs NIA WA NIA 2045 Ibs 2664 lbs 3 4 Anchors @ 1.34' Min. 0.a I U-Cilp, Into .125" Alum. (Fig. 8): NIA NIA NIA NIA NIA WA WA' WA WA WA N!A NIA NIA' N1A 1 8 Anchors @ 0.64' Min. O.C. / U CIip.Into .125" Alum. (Fig. 9):J�901bs NIA N/A NIA �11A NIA WA N/A N/A WA WA N!A N/A WA 2 2 Anchors @ 4,68' Min. O,CJ F-Clip (Fig._ 10): 390 the 450 lbs 890 Ibs 1616 lbs 270 Ibs 280 Ibs 35d Ibs 740 ibs 374 Ibs 8961bs 946 !bs 34i Ibs 442if>s 4 Anchors ®.1,71"Mtn. O.C.I F Cfip (Fig, 11): 700 Ibs 505Ibs 1298Ibs NIA WA 470 Ibs NIA 533 Ibs N/A WA WA ff82 Ibs 8851bs 1 N()TF• FnR THF: OFFSET Cup. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1 AULC IVtI l t.7; OWN rcc 9. Ftlr11RF q• Mr.11RF A• FIGURES: FIGURE 9: FIGURE 10: FIGURE 11: -rwn, r AA Mullion Capacity Table Ibsge opening 1Nidth (farverticali-spardrig mullions) orOpening Height (for hoilzontally-spanning mullions) 5o in 60 in 70 in 80 In 901n 100 in 120 in Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular TraplTliang. Rectangular 1 Trapri•dang, Rectangular TraprTdang. Rectangular Trap/Friang. Rectangular TrapTrfang: Loading Rectangul Loading 1.26" x 2.1 V L-oading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.125"Alum s �'� �� ? •� �' >� P,.. 9 �',. �..-. a Tube Mull �7a }�pq? 5"q¢ }gyp flQ� I� }�P C7 {a7 lg� V. 5 O O � C � p � .Na p y �b Ana' � � � �p •J � � �G C7 'O t V ,�ya C7O a S] O � {d. Q O O QO �C (�� p1 c5 .0 5 g�� .G � ,C •C' o t617-k __ C 7 9 L L_ 4 .CC C '2'-c G '� U p ` G c�j��qC� G) V '��`G v O' d' �2 G 4iK i '4 G 41r; �'r-. ¢ ¢ .tea '4 AW' may' cc Li '41 Qf r� QIi 4.f L{E ¢ 4: 4. 42 in 144.2 526 187.0 428 120.2 526 148.9 419 103.0 52e 138.9 414 90.1 325 134.6 411 80.1 528 134.1 411 721 626 1341 41i 60.1 528 134.1 all 61.5 5: 48 in 96 6 403 108.0 333 80.5 403 94.7 325 69.0 403 80.4 320 60.4 403 81.4 317 63.7 403 79.1 315 48.3 403 78.6 314 40.3 403 70.6 414 34.5 41 60.625►n 82.3 362 91.0 301 68,fi 362 79.3 294 $8.8 362 71.9 289 51.5 362 , 67.2 286 45.7 362 64.6 284 41.2 362 83.6 283 34.3 362 63.5 283 29.4 3l 54 in 67.8 318 74.1 267 66.5 318 64.2 261 48.5 318 57.7 266 42.4 318 63.5 263 37.1 318 60.8 25[I 319 318 49.5 249 M 318 49.1 248 24.2 3, 601n 49.6 256 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 20.9 268 37.2 207 27.5 268 34.9 204 24.7 255 33.4 203 20.8 258 32.2 201 17.7 2: J 63 in 42-7 234 45.6 20D 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31:6. 189 23.7 234 29.4, 166 21A 234 28.0 184 17.8 234 26.8 183 15.3 2 7 661ni 37.2 213 39.4 163 31.0 213 33.7 179 26.5 V13 29.8 176 23.2 213 27.0 173 20,6 213 25.1 170 18.6 213 23.7 169 15.1 ti 213 22.2 187 13,3 2 72in 28.6 179 20.1 165 23.9 179 25.8 152 2D.4 179 225 149 17.9 179 203 i47 ib.9 179 18.7 145 To in 2,0 161 25.4 140 2D,3 16i 21.6 137 17.4 161 19.0 136 15.2 161 17.0 133 78 in 22.5 162 M.5 133 lae 152 19.9 131 18.1 152 17.5 128 TABLE 148 Anchor Capacity Table bs Anchor Clip Paftms substrate 2.7k Concrete 3.5k Cork. Hollow cMu Filled CMU PT Wood 1 Arrhor 19M 3r1W Eico Ult=on 19" Bco Ultwon 5116,Elco Ultracon 3116' Elco Ultracon on 114" Eico UllracAggreGatos 1/4"SSEICo 5116"Elco UItlaCon 114"SSEIco AggreGafor #10Steel Strew(W) #12Steel Screw (G6) ill ste Edge Distance (iny. 1" Z1/2, 1" 2412" 3-116° T' 2 V2" 1" 2-10 2" 31/8" 2 0,48' 0.54" [ Embedment M): 1,V4" 1-3W 1314" 1;3/4" 2 1-1/4" 1-v4" i-114" - 1-114" 1-v4° 1-114" 2" 1-3d8" 13r& r 4 AnChors @ 3" Min. O.C.1(2) 2c5Angle Cllps 1(FI . tj 7601bs 7W Ibs 680Ibs I 15MIbs-1 1896lbs S40 Ibs I WGILA N!A 760lbs I 748 Iris 880lb5 18921bs 682 ibs 8 51lp5 11 TABLE NOTES: 1)-SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE FIGURE 1; 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEE- ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. TAr1I r- 1i;A Nullion Capstaky Table (It2fi Opening Width (for vertical"panrdng mullions) or Opening Height (for: h0dmr t*-sparx ng mullions) 50 in 60 in 70 In Bo in 90 In lot) In 1201n 3.26" 30 Rectangular Loading Trap/Tdang_ Loading Rectangular Loading Trap/Tdang: Loading Rectangular Loading Trapadang. Loading. Rectangular Loading TraplTdeng. Loadingg 7naprMang. Loading Rectangular Loading TrapMang. Loading Rectangular Loading 7raplTdang. Loading Rectangr. Loa"! DEG, AL MULL m Hmto e'i'i13AY c n a a -9' R'C FRular � ¢r`a DES.�.4�'ac 'o �°n41z. B afl d :<¢ a N C7,gt��7 Qn0.' gc 6 42 in 170.0 620.. 170.0 436 170.0 744 170.0 476 170.0 868 170.0 606 .170.0 992 •170,0 519 170.0 1115 .170.0 621 170.0 1240 170.0 521 174.0 1468 ' 170.0 621 170.0 1' 46In 170.0 708 170.0 524 170.0 861) 170.0 584 170.0 992 _ 170.0 630 170.0 1133. 170.0 661 170.0 1275 170.0 677 170.0 1417. 170.0 660 162.2 1522_ 170.0 680 130.5 1: 50.6261n: 170.0 747:: 170.0 W3. 170.D 896: 170.0 631 . .170.0 1046' 170.0 684 170.0 1195 .170.0 723 170,0 1345. V0.0 747 164.2 1443 170,0 7W 136.9 1443 170.0 756 117.3 i• 54; in 170.0 " 797 170.0 612 170,0 11'S5 170,0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 .855 120.3 1363 170,0 . 661 103.1 .1, 60 in 170:o' 885 170.0 701 170,6 .1063 170.6 . 797 167,0 1216 178.0 878 145.11 1218 170.0 944 1 120.91 1210 159.8 936 116.9 1218 1 152A 924 97A 1218 146.1 . 913 815 1: 63 in 170:0 930 170.0 745 170:0 1116 170.0 850 160.2 116Q 168.8 933 131.4 1160 153.0 914 116.8 1,150 141.9 898 105 1 11601134.2 885 87.8 1150 126.7 871 75.1 i 68 in 170.6 074 176.0 789 152.4 1048 165.8 861 6 1048 146.6 684 114.3 1048 133.1 860 101.6 1048 123.4 839 91:4 1048 116.6 Sao 76.2 1048 109.4 ' 8.21 ti5:3' ' 1 72 In : 140.6 880 147.9 764 I VA 880 -126.0 740 6 860 i10,0 734 88 0 880 .100.0 7 22 : 78.2 880 92.0 712 70.4 880 ' 862 • 703 68.7 880 79.2 693 50,3 E 76In ve.7 790 125,1 690 99.0 790 INN 676,6 [70.11 Ted 93.3 663 74.8 790 83.9 652 66.5 790 76.9 543 59.8 790 71.7 635 .49.9 790 .65.1 624 42,8. 7 78 In 110.9 750 115.5 657: 62.3 760: 98.1 644 760 85.9 632 69.2 750 77.1 621 - 61.6 750 70,6 612 - .55.4 750 . :651 a.s . 462 760 : . 69.4 694 39.6 7 901n 72.1 563 74.4 1 600 60.1 563 6219 491 51.5 663 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 E 98 in 59,4 495 61,1 443 49,5 498 51.5 435 42A 495 44.8 42T 31.1 495 39:9. .421 33.D 495 38:1 416 29,7 495 23:2 409 24:8 495 29.1 400 2112 4 108In 41J ,'391 42.6 353 34.8 391 35.9 348 29.8 301 31.1. 342 26A 391 27.6 .337 23:2 391 24.9 . 333 1 20.9 391 22;8 328 17.4 391 19.7 324 14.9 III In 38.4 370 39.2 335 32.0 370 3.3.0 330 27.5 370 28.6 325 24.0 370 26.3 320 21.4 370 .22.8 316 19.2 370 20.0 312 16.0 370 18.1 $05 i2o In 30.4 317 3o.9 - 9 26.3 317 26.0 284 21.7 317 . 22.5 260 19,0 317 19,9 276 t6.9 317 17.9 273 1441n 17.6 1 220 17.8 1 203 TABLE16B Anchor Ca Ity Table bs Anchor Clip Patterns Substrate: 2:7k Concrete 3.51; Cono. Hallow Filled CMU PT Wood Anchor T Type: 3116' Eleo Ultmoon 114" Eloo Ultracon 5/16" Elco - .Ultracon 3/16" Moo Ult=on 114" Efeo Ultmoon 1/4" SS Eleo AggraGater &16" Elco Ultraoon 1/4" SS Et00 AggreGator MO Steel Screw (G5) r)12 Steel Screw (G5) #1 Sc Edge Distance (in): V 2-1/2" 1" 2-1/2" 31118" 1" 1" 24W 2" 3-118" 2 o.48" 0.54" I Embedmerit(in): _ 13/4" 1-3/4" 13m, 1-314" 2" 1-114' 1-1/4" 1-1/4" IA14"' 1-1/4 TV 1-318" 1.318" 2Anchors @ 5" Mln. O.C. / (2) 2OAngle Clips 1(Rg.1): 3901bs 390lbs 450lbs 690Ibs 1700 Ibs • 270 Ibs a2lbs 354 lbs 740 lbs 374Ibs 720lbs 946lbs 341 Ibs 442l 4 Anchors 00 3.5" Min. O,C.1(2) 2x5 AngleGips / (Fig. 2): 780 Ibs 780 lbs 790 ibs 1670 tbs 2626 Ibs . 640 lb - N/A 1120'lbs 748 Ibs 880 ibs law Ills 682 Ibs 88l6 Anchors @ 2.71" Min, O,C.1(2) 20 Angle Clips / (Ro. 3): 1120,lbs 1120 Ibs 958 ibs 2246 iba 2264 (ba NIA N/A 1059 lbs NIA 1320 ibs PUA 1022 Ibs 1327 lbs 1 FIGURE 1: o e 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, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING 1111)DTHS IS ALLOWABLE. Mullion Ca ac 'Earle bsA112 Opening Width (forveftaRy-spamdrig minions) or Opening Height (forhorizonta*spanning mdlions) 50 in 60 in 70 In 80 in 90 in 100 In 120 in 325" 46 Rectangular Loading TraplTdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Tfall Ong, Loading Rectangular Loading Trap/Tciang, Loading Rectatgular Loading Trapfriieng. Loading Rectangular Loading Trapliriang; Loading Rectangular Loading TrapCfrfang. Loading Rectangu Loadng DEG. AL BAYMULL W a W U W o� R G .d)v Q ix i¢ o l6 V M G W R� so G c7q 0.' U �. m p•o Q Q'N W W@. da $S C. 0,0 - U _ . �' m Ua i `aF�� U a m Uv Cc°��. n W U c 1 G n �' W Ce V o nGg dJ a . Q1 v C o J G 6 a' �v L7 a ,"' L C d C 00 U - C.�g- o � O '2•' G. m v t C fl W d� cad 9 1 •2 '° 0 ' K d m G assa a cs ° . ry5.� 6� R[ L � Idi fv � � ,j�„j G. '- N e'S �s o n W C pm t9 G Egf g 6 C I r s� ° "� G a tlp7 lC G -6 �T'i W 4 . G ma W 42 in 170.0 620 170.0 435 i70,0 744 170.0 47S 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 $21 170.0 1240 170,0 $21 170.0 1488 170.0 521 170.0 11 48in - 170,0 708 170,0 624 170,0 850 170.0 684 170,0 992 170.0 831t 170A 1133 .170,0 681 l70A 1275 170.0 677 170A i417 170.0 880 163,7 1637 170.0 880 140.3 !f 50,625in 170.0 747 170.0 663 170.0 898 170.0 MI 170.0 1046 170.0 684 170.0 1195 1760 723 170.0 1345 170.0 747 170.0 1494 170.0 7W 147.1 1562 170.0 750 120.1 1! 54In 170.0 797 170.0 612. 1170.0 956 170.0 691 170.0 1116 170.0 754 170.0 J275 170,0 803 170,0 1434 170.0 837' 1562 1455 170.0 858 120.3 1456 .170.0 861 110.8 14 601n 170.0 885 170.0 701 170,0 1053 170.0 797 1 170.0 124D 170.0 878 157.1 1309 170.-01 044 1 139.71 13091 170.0 996 125,7 1309 163.5 894 104.41 1309 1157.1 682 1 89.8 1 1: 63 in 170.0 930 170.0 745 170.0 1116 170.0 650 " 1629 1247 170.0 940 142,5 1247 164.E 983 126.7 1247 152.81 W5 1 %0. 1247 144.3 952 95.0 1247 138.2 036 81,4 1: r.� 66 in 17ao 974 1 170.0 789 170.0 1169 170.0 903 1 148.4 1190 163:7 905 129.9 1190 147.9 945 116A 1 1190 136,5 928 10%9 1190 128.4 914 88.8 1190 119.5 806 742 11 72in 161.E 1010: 169.8 877 134.7 1010 144.6 859 .115.4 1010 127.2 842". "101.0 1010 114.7 87A 80.6 1 1010 105.E 817 80,8 1010 08.8 807 67.3 1010 ODA 795 67,7 11 761n WA 906 143.6 7112 114.5 906 122.0 775 98.1 966 167.1 761 85.9 966- 96.2 749 78.3 1 SW 88.2 738 88.7 808 823 72a 573 906 74.7 718 49.1 91 78 in 127.1 861 132.6 754 105.9 861 112.6 738 90LB 861 98.6 725 79.4 881 88.5 713 70,6 851 81.0 703 63.6 651 75A 894 53.0 661 : . 6a.1 681 45.4 81 90In 82.7 846 85.4 574 68.0 646 72.1 564 'S9.! 646 62.9 664 51.7 846 50-1 645 1 48.0 646 50.9 537 41.4 846 47.0 530 34.5 646 41.5 510 29.5 s, go in 662 588 70.1 Sao 56.8 588 59.1 499 48.7 50B 51A. 491 42.6 668 46.8 483 37.9 568 41A 476 34.1 568 38.1 470 28.4 588 33.4 459 24.3 51 103In 47.9 .449 48.9 405 39.9 449 412, 399 342 449 35.7 393 29.9 449 31.1 351 26.8 449 28.6 382 23.9 948 26.1 877 20.0 449 22.7 388 17,1 4 ill in 4411 425 46.0 386 36.8 425 37.9 379 1 31.5 425 32,8 373 27.6 425 .29.1 367 24.6 425 28.2 362 22.1 425 24,0 ass 184 425 20.7 260 15.6 4 120 In 34.9 364 35.6 331 20.1 • 304 29.6 326 24.9 364 25.6 321 211.8 364 22.8 317 : 10.4 364 20.5 313 17.6 364 18.7 309 1441n 20.2 253 20.4 233 16.8 253 17.1 230 TABLE 16B Anchor Ca aci Tablelbs Anchor Clip Patterns Substrate; 2.7k concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood I Anchor Type 3/16" Eloc Uktracon 114" Eicc Ultraoon 5115" Elo0 Uihacon 9116 Eld o Uitracon 110." Etco Ulbacon 114" SS Elco AggleGator 5116" Elea Macon 114" 63 Elco AggreGator 910 Steel Sorew (G5) 412 Steel Screw 0) 91; SGr Edge Distance (In): 1" 2-1/2" 1" 2-112" 3-118" 1" 2-1/2" 1" 2-112" 2" 3-118" 2 0,48" 0.64, C Embedment(in): 1-314" 1-W 1-314" 1-314" 2" 1-114' 1114" 1-11r 1-114" 1114" 1114" 2" 1318" i 18" s 2 Anchors @ 5" No. O.C,1(2) 20 Angle Clips I (Fig. 1$ 390 Ibs 390 Ibs 450lbs 890 ibs 1700 lbs 270 Ibs 280 lbs 354 Ibs 740 Ibs 374 Ibs 720 Ibs 946lbs 341 Ibs*442s 54 Anchors @ 3.6" Min. O.C,1(2) 20 Angle Clips I (Flo. 2$ 780 Ibs 780 Ibs 790 Ibs 1570 Ibs 2525 Ibs 540 Ibs 560 Ibs NIA 1120Ibs 748 Ibs 860 lbs 1892 Ibs 682 Ibs 11 ) 20 Angle Cops I (Ftg. 3): 11201ba 11201bs 958 Ibs 2246 Ibs 2254 Ibs NIA 640 Ibs NIA 1059lbs WA 1320 lbs NIA . 10221bs 1E FIGURE I.- 0 . L 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. —►-� 1.aoo" �-- a23 25" 2.000" 6" 1" X 2" X .375" MULLION 6063-T6 ALUM. X-SECTION ri �.125' I STANDARD CLIP 2,000" 6063-T6 ALUM. F11 X-SECTION 125" 5.500" 3.125" CUT HERE TO .375" t-- �`1 CREATE F-CUP, SEE MIN. + I , ^ DETAIL F, SHEET 4 r-------- ; I 1' I! 1------- L------- j L-------- .375" MIN. I A / - STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY, SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 11160. 5.500" � ,375" .375" MIN. MIN. r-----------JJI-------------- I I I 2.125" j U-CLIP I 6063-T6 ALUM. X-SECTION .740" F�- q i .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 + 1/16", TABLE B 1" X 2.75" X .650" MULLION 6063-T6 ALUM. X-SECTION i 0 0 0 0 111 0 r i-• 1.000"--I 3.125" 125" 1" X 3.125" X .5" MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM, X-SECTION .125" 5.000" .376" MIN.--•"-� y-- r- - ------------- ----- - L- - - - - - - - - - - - - - ----•.-1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1A0 . 2X 6 Mull Dimension (sheet#) Mullion Std. Clip PGT Part 0 Offset Clip U-Clip A 1" X 2'' X. 126-' (6) 66605 666113M 6661118M 666243M 1" X 2" X .375" (6) 666006 606114M 6661119M 668244M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M --1 1.000" t--- --1 1-000" r-- 25" 1"X4"X.12Y MULLION 6063-T6 ALUM. X-SECTION 1" X 4" X .375 MULLION 6063-T6 ALUM. X-SECTION MR v nu 125" X 3.25' X .100" 125" X 3.25" X ,624" MULLION MULLION 6005 T5 ALUM, 6005-T6ALUM. X-SECTION X-SECTION .062"1 .385" f j 10 • --i .820" 1-- 1.25" X 3.94" X .624" MULLION 6006-TS ALUM. X-SE:CTION 1 .125" STANDARD CLIP 2.000" 6063-T6 ALUM. X-SECTION 6,500° CUT HERETO _ 375" T`I T GREATS F-CLIP, SEE Il MIN. "— I I DETAIL F, SHEET 4 L 1 ! I I I 1 I I I I I I I I ! I I I s I I I - 4 I ! I I 1 1 I I I 1 I I i I I I I L7------- I L-----..... -j Ck STANDARD CLIP CENTER OF ANCHOR HOLE: MUST LIE 60TOP ALUM. WITHIN THE DASHED ROVNDARY. SEE TOPALUM. SHEETS 10-17 FOR THE ANCHOR Q.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER; ANCHOR DIAMETER t 1116". 3.469" DAM- 2.661" .125" .375" 375" —.A 125" 1.877" MIN. 1.377" I r�-- ---� 1 r---------i ! 1 1 ! 1 1 I I I t 1 I I .125" I i i I 1 .125" 450 2.250" I 1 I I I 30, .740" -J--�j ,125" 1 2.126" u-Cl 6063-T6 X-SEC CENTER OF ANCHC DASHED ROUNDAR ANCHOR O.C. HOLE DIAMETE I 375" CENT ANCI- MUST THE C BOUN SHEE FOR'1 - ANCF BISTP MAXII ANOF DIAMI ANCF DIAMI U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Vall4v F 3.6. G 1.0; H 2.6 1 3.01 F 3.1 G 0.1. H 2.4 1 3.01 F 2.2, G 0.71 H 1.9 I 1 3.21 TARI F f) TARI f= F Mull Dimension (sheet#) PGT Part* Mullion S1d..CIip U-Gills Angie Clip 2" X 4" X .25" (16) '1 66602 1. 666261 M 666271 M 6665112M 2" X 6" X ,25" (17) 66604_1 666262M 666272M 1 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN! ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE -■ I f----.125" ►-j �- .126" STANDARD CLIP I U-CLIP 60 6 ALUM. 6063 T6 ALUU. X-SECTION 2.125" X-SECTION .125" I .125" �- 1.490"--�I HOLE LOCATIONS. 1---1.490"----� 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" CUT HERE TO 3.500" CRATE F-CLIP, S75" 375' rt SEE DETAIL F, MIN. ^SHEEr4 MIN. r--------__ __ L.__--___� -- I I I I I I I I I I I I I I I 2"X4"X.25" I I MULLION I 6063-T6 ALUM. X-SECTION I j I I I �- STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE'ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ V16", .375" MIN. r-------- ri CUT HERE TO CREATE F-CLIP, t SEE DETAIL F, I F ^ SHEET 4 I I I 1 I I l f I I - " I I .375" MIN. 4.688" i MI U-CLIP, 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 'DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. _ DISTANCE MAXIMUM ANCHOR HOLE: DIAMETER: ANCHOR DIAMETER + 1/16". .375 7 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAP vices vt rnavu — —, —,—, -- LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED j I� rHINGED I DOOR E i / III rm J, LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS I I I LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION � a SGD LOADING OF HORIZONTAL MULLIC LOADING OF (2) HORIZONTAL MULLIONS LOADIN,