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TABLE12A MalSon C! <br /> ng sPam noom) op,,Ing H.4ht(tOr "Idlons) 160fn <br /> Opening �dth('01 lhcalh- 120 in 140 In <br /> so in T-V­v <br /> Laft <br /> u-S-9 LoadFg c"I <br /> z <br /> g Jt' aE <br /> 42 k617 :E <br /> In. .0 170.0 684 1A lw <br /> 49 In en <br /> 5Q. 1, 7 170.0 113 0 1434 IMU OXI co <br /> 170.0 12M75 170-0 Bm 1711 <br /> 1116 <br /> C12 <br /> ,70.0 IX3 170.0 707 in.0 <br /> 70.0 701 zv! <br /> ph 17h 0 1 745 170.0 1116 170, IW 170.0 <br /> 170.0 ��64 JTo77a Lu LD <br /> =) a- <br /> 789 170.0 1169 17&0 1 <br /> < uj <br /> 17a <br /> 721, 1700 W5.0 <br /> 0.0 152.7 <br /> the i7oX 1215 l.fi 114C7 <br /> Luz <br /> 151 ic82A tole <br /> SZ7 <br /> .16 43 xa t' <br /> 11 498 31.. 64G ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 <br /> —1 (ANCHOR CAP zANCHOq. CAP._ 0 <br /> TA0LE1213 AnchOrCa acitylOtfle b') Hw_ F1 ma (Dp_)X`MULLIONCAP "ANCHOR PRODUCT REVISED <br /> 0—f-� USE THIS FORMULA TO OBTAIN 11 IC aS CoMplying With the Flodda <br /> Vr Ficoum- A CAPACITY REQUIRED'CORRESPONDING tI Building Gd. <br /> Al�IYW — 2-1/� ACTUAL PRESSURE REQUIREMENT WfiT�LiE BpA-{do. 47-0630.01 <br /> AnchorCllp Patft I I-V4' OPENING,WHEN IT IS LOWER THAN TH---uULuON <br /> . ..... tatr CAPACITY(FROM THE TABLE)OF THE SELECTED xpimuon Date 05/2612021 <br /> hwq VDHDm MULLION.IT WILL YIELD A MINIMUM ANCHOR <br /> slamagom1wen USED TO OUALIFY <br /> 740 it CAPACITY WHICH MAY 13E <br /> 0'a i stn'o'l(.M* Mi•tn �!! Product Control <br /> 4X7 I l=rn. ism 1. DITIONAL ANCHOR OPTIONS FROM THE <br /> 9 A r—0 A-M a�a I S tmaxmwd W at- 140 1 1320 W� ANCHOR CAPACITY TABLE. <br /> LM 20�A'41 a 2W W iWA TJ:A run 73 <br /> _f M 2,SArole C3101 V% MIA NA ARn <br /> 4 MW 11 10MIDS i <br /> 6A �UA NIA <br /> .?A'In WA MA MIA 11 WA WA WA MIA <br /> 34 MIA NIA IVA MIA MIA 348 it. MIA <br /> TM DS 370 M 712Ibn MIA wolt. WA MIA WA 511rQ5 <br /> 2 2-W IWgft acjf-a�o('10. 1, MIA MIA CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. <br /> ,I-­­­­--I,- 4 ORpATTERNAND CHORMAI ES AS THE STANDARD CUP. ci <br /> NOTE:FOR THE off:5u CUP,USE THE SAM/— %tkIIfl <br /> FIGURE 1: FIGUREZ FIGURE 3: FIGURE 4: TABLE NOTES: <br /> • ET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR Al LYNN 11�1, <br /> FOR INSTRUCTIONS ON LSING THE TABLES AND SHE <br /> i)SEE SHEET I <br /> GENERAL INSTALLATION METHODS. <br /> G WIDTHS IS ALLOWA13LE 4.000" No,58705 <br /> FIGURE 7,)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENIN 250, 1 <br /> I - SEE SHEETS 21-23,HOLES TO BE DRILLED IN <br /> FIGURE R -HOLE <br /> 0 iom Ci ips SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS, <br /> • 3)MULLION AND MULL IONSSHOWN 014 SHEETS 21.23 FIGURES SHOW SUGGESTED,APPROXIMATE <br /> TH=FIELD FOLLOWING DIMENSIONAL RESTRICT <br /> S TE <br /> • LOCATIONS. kTIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT <br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SP9CIFIC)_TRgATEO YELLOW SOUTHERN PINEWrrH AN SG OF 0.56. <br /> FIGURE7: FIGURE& FIGURE 9; FIGURE10: ANGLE CUP (CMU)SHALL CoNr-ORM TO ASTM C40-WOOD SHALL BE PRESSURE FEL STUDS TO BE A MINIMUM GRADE 33 AND�oIgl THICK(18 2"X,4r' �25"MULLION �ONAL <br /> (FIGURES 5&S) ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125'THICK•ST HALL EXTEND AT LEAST 3 SCREW A.LWN M�1111AK RE- <br /> MUST BE USED GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"TFICK AND A313-ALL ANCHORS INTO METAL S FL P.a.#58705 <br /> IN PAIRS. 1HREAUS BEYOND THE MATERIAL.#10&912 ANCHORS INTO WOOD,MAY BE STEEL,18-8 S.S.OR 410 S.S. <br /> M' . E <br />