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TABLE 12A M.1l Ca pal Table fill <br /> mirsons)orOpoindrig NO III mullions) 14-0 h LOG 1. <br /> Mtn so In 100 b 12l In - <br /> 61 so In 70 In - Mo. 71 Iff T-1 <br /> ;;;i <br /> GO Rzw'w� Tmll twguw mvffrd�X i7mmswa <br /> R--t"Vd- <br /> Rl TWITInw. 9 <br /> 2x4x2S <br /> iTi i <br /> All M.TUbe <br /> mullion S. 2.- a, <br /> z LU <br /> 0 <br /> W <br /> ..i all 11 0 swr,7 <br /> m I. imu 17U 435 170�, 7" ITO.0 478 x W <br /> OJ I f7tV 6W Ilan <br /> 170.0 ZW 17o.o I?w 170-2 766 170.0 2= 17MDA 170.0 2391 ITDZ 756 <br /> MO 170.0 1 170.0 644 17MG 1195 7 723 747 170,0 1494 1 <br /> 70. <br /> 170.0 1434 17MO 837 17CLO IIW Ina 1913 D 170.0 170-C 1114 <br /> 431. 170.0 70B 17 WZ 170A 754 11 M70.00 1275 17D.0 <br /> 17 vao 1 low <br /> K04:8 <br /> SSG <br /> 681 <br /> Di G!12 1110 01 434 170,01 ITII i7al low 170.0 2125 <br /> 01'101 170.0 1363 170A 707 770.0 107 7D�3 U 0 15% 1 �O -- 1171 141-5.9-�53 <br /> 1?0.0 1122 170.0 2231 WO.O'IIGG 166.7 =3 IM0 <br /> - Val 940 179.0 12-86 T3-z9-;Wv 170.0:1266 <br /> -i4 5 170.0 1116 170-0 860 ,00 "" '170.0 14M V0.0 16-13 770.01M 00 JIG'S 170.0 1210 110.0 23V 170.0 1275 151.9 207 <br /> am 170.011364 170.0 1002 170.0 Y. I7&0 17M :17 SN MO.; 2194 17O.D ism 7�4- 2-4 -jjI4--i----T <br /> a m 170.0 ligo Ima t7ol 1056 170�0 1315 �7-00-�3-87 146.6 2184 T_a 7G.0 00 <br /> 17OLo foal 470�a 1488 170.0 1126 170.9 1700 170.0 I-P 17MO 1913 - `Z <br /> 161.6 111 IOGA IM --�g - <br /> a BIG -i640 t63S <br /> t - vax 1505 <br /> �70.0�346 170.0 170.0 <br /> in 17g, _j37 060 <br /> 170.0 15M V0.01 1209 1794 170.0 3M !!&il I1Ga 17OG 1421 W.3 1473 <br /> 1 1661 �39.0 1459 850 RSI 157.8 1454 70 J70.0 IB42 7" 130 1561 170.9 1414 137A 1861 1 1 1 I'll 1;2 861 EO <br /> 1250 - <br /> - 121, 171.0 1 Its 110.0 Isli Imo 7388 z <br /> E 7a in 170.0 lim 745 139B 89.8 tIM 63-9 <br /> I - 1398 121.3 f176 ODA 1398 1102 1162 891 1398 101.6 1147 1220 <br /> 1 1229 119.6 -iA- <br /> 1'0.0;1144 -7016 72.2 993 C, ca <br /> -�3 13a.0 1190 - I-MO 73.7 ii� ST7 4r. co In <br /> go 1, 700 20 149.1 139a IWO 1219 -a ISSO -1TI-G <br /> -- 105,3 1 1�1 1044 $14 -iW--- -- IN 7W.. 37.0 971 7- <br /> $1.8 971 Gu 016 431 071 <br /> 98 In 147.4 1229 '�$I 5 1098 122.9 29 �27.6 79 1052 --2 Ical gr - <br /> LLI X-j7j 77.2 8;9 64.T 971, 654 637 57-5 971 61.5 825 <br /> 111 In <br /> 74.6_j7 -j 51.6 Z74 <br /> GaG jj-T6jg--Wj I a is 68.1 - 194 -rj <br /> 19 - 784 -�!`7 19 <br /> 9 --709 OW V119 6Z9 63.0 919 55.7 <br /> M4 09 973 832 ?0-5 019 81-6 a X <br /> - 47.2 494 44 Tel <br /> 157D 786TSI 06 41,9 7fS .4 1 677 1 37-7 - w19.5 t.w f���- < 04 <br /> 120 in 77----�--'Z-1;1- 499 210 W 111& 47 na 646 .0 <br /> U4 In -W4--iW4 �98 -2 1 491, 27.3 28.1. <br /> ANCHOR CAPACITY ADJUSTMENT FORMULA: <br /> 0 <br /> TABLE12B Al C (Dp-)X ANCHOft CAP. ANCHOR CAR- 0 <br /> SAG 3 5x C�. n; -c:wu FOtOCNv 114'65111 916'M 412 SteM 412 Slftl USE THIS FORMULA TO OarAINTI IC'ANCHOR PRODUCT REVISED <br /> A-h�TyPV 61 lac.til VrECOU=M 1115�I 7tVE%0IJH-- 1I Stall A07I UL-w A a stwtob)ScIv,v(35) saewm CORRESPONDING TO AN cic,==with the F1011413 <br /> urtl CAPACITY REQUIRED" <br /> Anal Patt011 1. .112, 2* 3.1 al ACTUAL PRESSURE REQUIREMENT FOR TIE -17-0630.01 <br /> 1 �U4- -V4' 442 ts 0 ENING.WHEN IT IS-- THAN TH=MULLION N1OAw..- <br /> 450 Im 09D to 74O I CAPACITY(FROM THE TABLE)OF THE SELECTED pxpImU.0 mato 05/26/2021 <br /> MO-0 4-TT&On O-C,f I -Nbk Gig.- sbzim a- 11'A an MUWON.IT WALL YIELD A MINIMUM ANCHOR <br /> SM It. A4:R I'1' 130 MIS CA To QUALIFY By_ <br /> 4 A-1 6 2-W Mh 0�a 1 St" s NA 790ft WA I T.A CAPACITY WHICH MAYBE USED <br /> gmrah@Ilvll 758 IDS 19-6 tm NA -76OItG Bw[it ADDITIONAL ANCHOR OPTIONS FROM THE Prou...---n <br /> aIp5f(flQ5X 77mmD w Ge Isw Its -- ----5 <br /> 4ATMIS Cal(2)2x"Anyt TM <br /> 840 IM CAPACITY TABLE. <br /> GAmle.as-Li o.C.j(2)WAngIeC31M1(l 111-7.t1b,� il 70 MO 1 1139 231D IDS 2844 IDS NIA ANCHOR <br /> WA IVA Ill I NIA NIA I <br /> NfA WA NU NrA WA <br /> WA WA N/A NJA NIA m! lbs 442 US <br /> 370 tS NIA I 6AMI1O!!,QO.64-MIn.0.C-/U ll into.125'Alun(FIX 4 INIA 1.17, gillb, <br /> 2 AtoM 0 2W Lgft C0-rJ f-aIP - I W-A <br /> 1 712 ft IVA I <br /> 3mm ms I 111A <br /> 14 443 1 625 to $72 1 1 0732. 1 <br /> NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET Z'L <br /> FIGURE 1: FIGURE 2- FIGURES,. FLGUREO,: TABLE N ii f <br /> • <br /> T 25 FOR INFORMATION ON LOADING.SEE-SHEETS 2-4 FOR LYIVIV <br /> 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET <br /> GENERAL INSTALLATION METHODS <br /> FIGURE S. FIGURE& 2)LINEAR IWIERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$IS ALLOWABLE- 4.00 z No.68706 <br /> 3)MULLION AND MULLION CI IFS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES To BE DRILLED IN <br /> THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 014 SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE <br /> LOCATIONS. -0 ST,TE 0 0 <br /> SPEClFlCATI011 HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT -L zoiqtop.-* <br /> FIGURE FIGURE& FIGURE FIGURE10; ANGLE CLIP 4j StiDSTRATES:CONCRETE SHALL.CONFORM TO AC[301 <br /> (FIGURES 5&6) UMtht7M SHALL HE TENb AT LEAST S P.E. <br /> (COAU)SFIALL CONFORM TO ASTM CSO.WOOD SHALL BE PRESSURE-TREATED YEU-OW SOUTT4ERN PINE WITH AN SG OF 0.65. <br /> GAUGE).STRUCTURAL STEEL TO MUST BE USEDALL 5 <br /> Me IN PAIRS. T}1READS BEYOND THE!ARTERIAL fF10 81FS2 ANCHORS 83T0 WOOD MAY BE STEEL,18-8 S.S.OR 410 3.S. FL P.=.# <br />