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TABLE 8A le " Mullion Capacity Table Plogfiel A?� Opening Width(fbrwigm4 periNngmtgorls)or Opantng Height(for hodmnW%-sparlrWng miMolls) 6' 50lit 60In 70 in 801n Bo In 1001a tZD In 140 In ISO In 1.26"Y RaemngNar TreWTAanB Ractmgtd-. TrapfTdatV. Rectsngulor Twm-m• Reet 0dar TI WTdan& R®aL4nrPd9r Ttap7TAarg. Reelangular TraplTdang RclangWer 7aWfAm& RaaOmBNr TAW 09 RectmgtFar TmplO�g. 5 t Lwdrg Wad-0 L ding laadng lnedrg Lmft L.-AftIuadno Waling Loading Loadrg Loading Loadig Loa&.9 L-ding Laadim Loed'n0 Lmdirp u� 3.188"= .-x u 265"Alum a, �' d Tuba Mull as a8 a�, �� w � ea s o 8Q 3� .�_� 8� 8 � 8� g 8@' 8 5�' S aR 8� $ 9e 3 8 a �' a �� Is 9� 91 �� <$ I Icta �� t �� 12 yyc s� "I "I �a �� @@ �B �� gg � �jq¢�� G N�� �c ¢ K QR 6� �c C 2 i 2c 3eE Sc �c d �c d Sc K �c O LU /2 to 170.0 620 170.0 435 170.0 744 170.0 479 170.0 885 170.0 508 t70.0 992 170.0 618 170.0 1116 172-B G21 170.0 1240 170.0 521 170.0 UU 170.0 621 170.0 1735 M.0 521 151A 1769 170.0 521 W -.1 = K N 461n 170.0 TW 170,0 524 170.0 650 170.0 SM 1740 992 170.0 630 170.0 1133 170.0 661 17g.0 1275 1709 6T7 170.0 1417 '"'a 680 151.8 15M 170.0 880 132.7 1546 170.0 980 116,1 1548 170.0 680 rn 50.625 in 170.0 747 170.D 03 170.0 996 170.0 631 170.0 1046 170.0 GM 170.0 1195 170.0 7r3 Van 1345 170.0 747 167.0 1468 170.0 756 1392 1460 170.0 756 1193 1468 170.0 756 104.4 UM 170.0 756 �" � D_� W C, 64m 170.0 797 170.0 612 170.0 959 170-0 691 170.01 1116 1 1740 764 170.0 1275 17UD 803 1831 1376 170.0 837 1499 1376 170.D 356 1223 13761 170.01 8131 104.8 1378 t70.0 861 91.7 1378 170.0 1 661 1 I ¢ m 17 O 03 min 1709 an 170.0 701 170.0 1093 170.0 787 15&9 1158 17MO 878 139.0, 115a 16TA 930 123.6 115E 156.E 919 1112 1158 150.0 912 M'r 1159 144.8 005 79A 1158 144.6 905 98.5 1156 144.11 905 F W p 0 631n 170.0 930 17U 745 1BMI 1051 170.0 850 1372 1D51 155.9 862 12MI 1061 142-0 848 109.7 1051 1323 837 95.1 1051 US.? B30 80.1 r051 119B a22 8&e I= 119.1 621 6D.0 1051 119.1 W C1 rL � ZQ S r 69In 167.1 067 170.0 789 139.3 957 151.9 605 118.{ 857 1340 790 104.4 857 121.E 777 82.8 857 112.8 767 818 067 108.6 T59 69.g 957 1g0.0 750 60.7 %7. e&9 746 522 957 98.8 718 ? Z J o 9 ssseU e 721n 128.7 604 1352 698 107.3 404 1162 604 91.9 801 101.3 671 80.4 am 91.4 WO 71.5 W4 84.1 M 64.4 Bpl 78.5 64T 63.8 804 723 633 460 $04 69.8 629 402 804 69.6 628 W PC 7€ $ •e0 J �° d ,3 75 In ID9.4 722 1%4 630 912 722 972 619 782 722 853 808 68.4 722 76.7 U96 60.5 722 7&3 See 64.7 722 65A 580 4&5 722 69.5 W0 39.1 722 563 SM 34.2 722 662 56f m -1 a zZ (D .^ 761n 1012 685 105.8 600 84A 685 89.8 588 723 885 763 577 83-7 68S 7D.5 S88 662 B85 64.5 556 50.6 685 60.1 653 422 eefi 64.3 643 36.2 6a5 51.4 53T 31.6 665 50.7 S76 1.- N 90 t1 0.9 615ff 4.9 615 67.5 44a 4TA 515 50.1 441 412 515 44.7 434 389 515 40.6 12B 33.0 619 37A 422 275 515 33.1 413 234 515 30S 407 20.6 515 29.1 404 z Q X N BGb 6LJ IS3 .3 4S3 47.1. 397 36.6 463 41.0 391 339 453 36A 385 302 453 33.0 379 272 453 30.4 3T4 226 453 2&e 3� 19.4 153 24.9 380 17.0 Im ae 356 loam 3B.1 3581A 356 326 318 27.2 356 28.4 313 232 358 25.2 308 212 358 a7 -104 19.1 360 2AS 300 159 355 1&0 293 nILI 111 m 35.1 ma .9 338 ?0-1 301 25.1338 2&1 297 220 338 7]2 2&7 195 Sag 20.9 289 17.8 338 tg.1 T85 xIn In 27.8 29032 290 238 260 199 290 20.6 258 17A 2m /82 253 15.4 290 1&4 249 )oow 144In1&1 2111 (0 aB� `rTTABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: ad;~AnchorCepacity Table lbs) ANCHOR CAP. , , O$ r� SuaeInd. 27t caerde 35tcm. Mao cMu FN cmu PTwmd metal (DP_)X( �>=ANCHORCAP_ ' 12-�VrVlr 5'0 vd•'ISEIca5nr9co thrSSEeo 01061ed #12s1m1 +msty MULLIONCAP.,�„ PRODUCT REVISED AMW Type 3'1r Oct,Wracm 64•Et03/10-EI-UOmm Br FJcoUmMm AnchorClip Pallams m A9yeGdIo, Ulmm AggrerMu Scm(m Scm4(c57 screr(GS) USE THIS FORMULA TO OBTAIN THE°ANCHOR as comp In with tho Florida EO]C 171xtarce pot r 2-vz 1• ir r 2-vz' 1• 2•+rr r 3-W 2• D.48• asr DMIV CAPACITY REQUIRED°CORRESPONDING TO AN Building CCoodda Eritiednent 1a4• 1a�C 15i4• 1•va• 1-v4• 1•va• �1-vr 1-va• /•vr r 1aa• lsir rya ACTUAL PRESSURE REQUIREMENT FOR THENOA-No. 17-0630.01 zAncrors®477 BVA G.edslama0ao>aelap pag lk M03n amm dim lie 4nxs aM 2B6 mT 95a BM 7a0 itH s74lns 65ros Safiue sit us aaz nlT 56g� OPENING,WHENRIS LOWER THAN THE MUWON F-7rptration Oate 05/26i2021 4Arcaat0l-1S rdin O.G lStat103r0(y l%6el)Ckq pTn 2F 480 ms 7D]98 WA 7A N!A WA NIA WA IOA 6B21Dt e&S im ri2o ms CAPACITY(FROM THE TABLE)OF7HE S4AmrM@ 7 MOL G.C.f 2*Angi-UP17p9g4 760 ma 780IDS 680®e 3ms 640 m5 as0lie NIA 760Ibs 745 mJ e8om6 t892 D7 sa2W MDs 112D08 MUWON.IT WILL YIELD A MINIMUM ANCHOR By 0.45•Nin.O.F/U-0Np,tr80.12s NUm 0'g 4t WA WA WA !A N!A WA WA WA N/A WA WA N/A WA 14308c CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0ad roduct onWl 1ArcndrrFMpftfjj 195W 19518 275 1� 1J5 MMS tag Os rr70fs 370Its 187 mx S32IM 4731s 170Es 221 Im ?B06x ADDITIONAL ANCHOR OPTIONS FROM THE Mt"F1.16`MIA o.CI f g 6T 2,m ms 3mms NIAA N/A 1BO gs NIA - WA N:A NIA N1A 9d1 m9 442 ma hH3 Cs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE I: FIGURE2: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION e ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \+T 111111f 1777! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��aO ......... FIGURE 3: 3.188• :��.. t,\CENS',•;�(( ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE Q-: ••.fn� CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �.: No.58705 ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2W _ •: IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ��0 S �;•40 FIGURE 4: FIGURE 5: FIGURE S. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55 ALUMINUM SHALL BE '� �� 6063-T5AND BEA MINIMUM OF.125 THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND s•'• OR ,••'G�C�� 045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125°THICK AND A36,ALL 1.25•X 3.188'X 265•MULLION �i�&. . _ EN IDP • • .ANCHORS INTO METL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-114'VF MUWON) A/77T MAL 1 T tTTtl #10&012 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410&S. A LYNN MILLER,P.E. FL P.E.#58705 1 i