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TABLE 8A <br /> MulBon Ca a Tabte(D) Ib <br /> Open[lM iN)dthMruslUrailyspardng niLmons)orOFening Height(TorimdzordaN-svartrling 7rivlGolls} �� o" <br /> 50 in Win 7o in 80111 901n lm in 1�In 1401n 160 in k�. <br /> Rxc51np0ar TngltThana t?edaigW3L TrzPJTbbr�g. lincfantyl0r Ttnprnlm8. pccrangoer trapnion9. E� � <br /> TMP-marg. Rerlan0aldr S,apl'0.no, ReetnwiW Ttap "V- ReclangWar llop7l'dnr17. RnCOn(ylEr TrgW'0'Lart& <br /> 1,26,x La0dtn9 1An�0 I-o to t-ang Lnadg L 3 L--&a L-Im L-Ew 10aan9 U.,lin9 LOadm Lo8dn9 lnadtn9 LO;wing Laadln9 L0a03@ �i ca'i <br /> 3.188"77 r r r r r r x a F aS a r.266"AlumTube MUD <br /> a� s s s as s a� a �� a� aads ��$$ }�aYr g� s� s s p� � _ 75 E �2l. � s� 20: ¢� •�'[.nT. KCc d0.' 5 -1K 5 CO421, 170.0 620 17&0 435 170.0 1" 170.0 478170.0 889 170.0 508 170.0 992 170.0 $19 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 1)0.0 17^a5 1%OA 621 151A 1769 170.0 521 W J <br /> A8!n 5700 7� 7T0.0 62{ 1T0.0 BW 170J) 58{ 17&0 942 170.0 630 170.0 1133 170.0 W t70.0 SITS 17DD BTT SR0 1417 t73.0 fiW 154.8 15{8 170.D 680 5327 i548 f70.0 E80 St5,1 1648 170.0 680 a <br /> e <br /> m.6256, 170.0 747 17QD 563 170.0 896 170.0 631 170.1)1Imm6 170C 686 170.0 1105 170A 723 170.0 73d5 i70.0 7t7 167.0 i4w 170.0 T50 139.2 106 17" 756 1193 i466 170.0 766 tO4.t td68 t7D.0 738 W Qn <br /> 64n 170.0 797 t7D.D 612 f70A 966 17a0 601 170,01 1116 Vag 764 Van 1278 170.E 8m 163.1 1378 170.0 837 1/&8 1376 170.0 856 1223 1379 i7f1,0 881 104.8 1376 1T0.0 E61 91.7 1370 170.0 B61 W11) <br /> to 0 <br /> 81h f70A 865 t70.0 707 R0.0 t033 l7D.D 7W 15$.B 515E tTP.O 879 t39.0, 1t9E 187.4 930 123e 1168 158.8 919 ilu H58 150.0 912 92.7 JIM 744.8 St6 79A 1158 144.5 905 6&5 HI 975 0 <br /> 63'n f70.0 ff0 i7Q0 745 183.t 105t 170.0 BSD 737.2 1051 155.9 882 120.1 tca'i 142.0 848 103.7 IMI t323 837 0&1 D. <br /> SO5) t25.7 930 80.! f051 519.5 822 68.8 t651 118.1 821 60.0 S05t lf8.1 B2f <br /> c 69 in 167.1 967 170.0 789 139,3 957 151.6 605 119,4 957 134.0 790 t04.4 997 127.8 777 g2.9 s97 112,8-To-? 83.8 100.0 759 G9.6 957 f00.0 750 89.7 067 D9,0 7ae 622 097 9&9 N8 <br /> O <br /> 721rt i2g.7 804 135.2 69E f07.3 804 1152 68l 9/.9!804 101. 671 60.4 804 01.4 660 71.5 B74 &l.t 850 64.4 7E.8 643 53.8 804 RS 6]3 4g.0 E114 59.e 0?e 40.2 aaa W.8 828 eZ <br /> _ 70 in iW.4 T12 t74.4 W6 912 772 972 6tS 782,722 E53 60b 68.1 722 T8.7 b9'a m8 722 T0.3 568 94.T 722 65.5 58D 45.6 722 59.5 570 39.1 722 58.7 565 342 722 662 584 t=- Q to Y <br /> - r CV <br /> 76 di 107.2 8E5 106,6 m0 04.A 685 89.6 SBH 723 685 T8.6 67r m.3 685 70.5 568 6E2 665 64.5 550 50.5 685 60.1 Ss3 422 685 64.3 N3 362 6&S 61.4 537 31.6 665 W.7 536 Z ¢ N <br /> ffiIn £d,9 515 E6A 45% 54.8 5f5 57A a9 A7.1 515 90.t 441 41.2 515 14.7 434 33.6 516 40.9 428 33.D 616 37.4 422 27.9 MS 33.1 4f3 23.5 915 ]0.5 4a7 2a6 515 29.1 404 Q `K„' Z <br /> 961n 5+.3 453 '.d.8 404 45.3 ¢93 471 397 38.8 453 41.0 39f 33.8 493 06.# 3&4 302 453 33.4 33 2T2 453 30.4 374 276 453 25-6 366 19.4 4W 24.3 380 i7.0 463 22.8 35S 0• � � <br /> rw o 0 <br /> login 36.1 258 3A0 323 31.0 356 328 718 27,2 358 20.4 313 23.8 359 7S2 308 212 358 227 3D4 19.1 356 20.8 -3m 1547 398 10.0 293 <br /> 111 In 35.1 338 35A 306 20.3 339 30,1 701 2&1 338 35.1 297 22A 378 232 193 19.5 336 20.9 289 17.6 336 19.1 285 <br /> 120E7 0.4 290 mA 264 252 296 ?3.8 260 10A 2M 20.6 266 17A 200 192 253 16.4 290 11.4 249 S (� N � 0 <br /> 144N 16.1 2111 163 1✓% IL Q <br /> K d s r Z-.co O!) <br /> TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA; It <br /> AnehorCapadtY Tabfe s) !ANCHOR CAP.,,m,n,,, <br /> stastme 2.7E tbic830 StSEGOrR. Nriov CraU F>g.'.a Gt4U F7WWD Elctal (OP,e}}(t �=ANCHOR CAP., . <br /> N7vOw 1/4-SSEX 5H6'EIt4 1teSS0- A10SN R7251r1 M2st.1 MULLIONCAP.,,w,TA PRODUCT REVISED <br /> AACner lypeA'.AfWA <br /> rxm ue Ekomtr0e0n ugtacon 3MG'ecoURr-mon 114"Ek0Um9CD0 A9ge36*r* ut- A99n:6aa ecex(t�stewt11a7 saps) USE THIS FORMULA 700BTAIN THE"ANCHOR as comp wi4h the Florida <br /> AnchorCtip PsBamg Building j e <br /> E�eUsfarce 4n} 2•vravr stra r 2-trr v 2-vr 2 3-iff r o.1a' ase 0.324' CAPACITYREQUIRED"CORRESPONDING II AN NOA-ND" 17-0630.01 <br /> 1a�r lard" lave 2" I-W' 1-vs I.4' 1-thr Ftr4 1-11c z t;+tr 1;➢B vaces ACTUAL PR HENIT S LOWEETTHANENT FORTfiE8!CarOS501©199T9 t73Wos 45D b9 �0ts 15+11 Os Zrums 2g0 its 9iMi ms _7aDits 374 ms tseire Da69n 3Y1 insEa 5aor. OPEN)NG�WHEN I7)S LOWERTt{A)V THE MUILiON gXvi�tion Dte 05)2fiJ"1021 <br /> d Archm�11S M01.O.0 lstmotn(u CEel)C2iP(1T&2F7W PES WA WA WA NIA 3m es , NIA WA NIA WA WA m21Ds Btt511s 1f201D6 CAPACITY(FROM THETABLE)OFTHE SELECTED <br /> 4Arcro.ormin oG 1(2))arS-90 Gipsf 03a 3) 180tS 6B0 ta5 ism ms 15ai O5 510 ms MMS NIA 7Wts 745ne �z ms etG its itxf ms MULLION,IT WILLYIELDAMINIMUM ANCHORBYAmhDG@'DAY MIO D.C.1UCJis.kta.123'AtwD VU 43f0A WA WA NtA 741A WA 1 WA WA N/A WA WA Nth WA td,"085 CAPACfiY WHICH 64AY BE USED 70(3UN.IFYtsa is as 1;t5� 1401; ' in Ibs 3aatt6 lar ps 3mms #rs ms t7o 9sa zzf moss ADDITiONALANGHOROPT:ONSFROMTHE <br /> 35)is NIA WA WA NIA 1900s NIA WA 1UA WA 1741 34l gs A42 me t80p ANCHOR CAPACITY TABLE. <br /> NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP, 1 <br /> }-125fl"--I <br /> FIGURE I: FIGURE 2: TABLE NOTER <br /> 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION <br /> Le ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `111111 t 17 f 1 t tj <br /> 2)LINEA.R INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. ``�1y3�Q-••"'�•./LJ r' <br /> FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE <br /> 3.188" `�P��'�•LLCENS�••�C��''r <br /> ANGLE <br /> CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUENSIONAL RESTRICTIONS =* No.SB705 <br /> ® Q) d BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, <br /> IN PAIRS. -- <br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 201 SPECIFICATIONS.HOLLOW AND ='jJ <br /> GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CO.-4FORM TO ASTM C-90,WOOD SHALL L, �0,� <br /> FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM St-TALL BE <br /> ® 6063-T5AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND L25'X&t00'X.265'MULLION <br /> M'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICKAND A36.ALL (1-174'VF MULUON) �i�S/ --• p1 �` <br /> . . tt 70NAL 1611�` <br /> Q ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL <br /> • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A LYNN MILLER,P.E. <br /> FL P•E.#58705 <br />