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TABLE 9A gy4pannnv3 rmdflom) <br /> aing Width(fervertlCal"Puarg MuMon5)cropeninUM019"It -ntca 1401,1 160 IS <br /> 90 1. go'. 120 in <br /> 60 IS 70 N 80 I� IB,,pw T,.Prtt--� R�-wj- T�,TW& Rnt-gulu TNOTdarD, P­�0or R"t u <br /> 601. IS Ldl-g U.&P <br /> T.P= R.J..pla, T g. 11-PTOw. 11 1-- wilng Lwdlwu L.adl.o L..4ho lid <br /> Le.dng t-ding Loadna <br /> 1,26 x Lwdail 041 <br /> a t-6 0 <br /> rq Tu 2(0� b <br /> 1-1 la 9na C0 <br /> 9 z <br /> CO <br /> z C) <br /> 170A 51B 170.0 1118 770.000 <br /> ..1 15017 021884 n <br /> 00- <br /> (0� co <br /> 174.0 LU <br /> — A19 164.5 09 170089 0 <br /> 60 <br /> 60 !!�4 <br /> 101.14 li� 89.4 $77 100-4 M-C <br /> Mo S1.8 60'a '19 <br /> S. <br /> SIB <br /> 403 5&7 <br /> 387 <br /> 295 C>.40 <br /> 359 20.1256 >C<V <br /> 25.1 <br /> 23.1 197 tES218 I.A <br /> m2 176 <br /> I 4.9 0 0 <br /> at €amp <br /> ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 It <br /> (Dfl.)X ANCHOR CAP-,,,,-)_ANCHOR CAP.- <br /> U'LION P <br /> T <br /> TABLE 98 .11111�.IcEia W;ItyTable baFia�a jU, CA PRODUCT REVISED <br /> agay H.P.-C"Ll B complyl.9_IM tha,Fl.,id. <br /> 3.5k C­ jw Soo. USE THIS FORMULA TO OBTAINT!E"ANcHOR Building Code <br /> auwl.t� E. AN q 17-0630.01 <br /> CAPACITY Rl.U-R_ <br /> k.LIM- CAPACITY REQUIRIED"CORRESPOW)ING TO <br /> PRES <br /> ACTUAL <br /> Anchor Cap Pattern FRESSURE REQUIREMENT FOR THE <br /> PEN�N.W .. S� f2612021 <br /> 1-ur OPENING,WHEN IT IS LoltjERTHAN THE MULLION Fxplirotlon Oaf c,05 <br /> N2 <br /> 311 lb. <br /> • <br /> 260 lb� 354 682 lbS CAPACITY(FROM THETA OF THE SELECTED <br /> I. MULLION,(TWILL YIELD A MINIMUM ANCHOR <br /> a�d� Olp Mg. IUA IVA 360 lb. 141A --- 682 IDS CAPACITY WHIa I MAY BE USED TO QUALIFY Mm" Product r;ontrISI <br /> 4 lst.,A�d("On.0 Clip(Fig.z GOO lb, NM N/A CAPAC FROM THE <br /> NIA <br /> d..CvP$i(arc. 250 WS ADDITIONAL ANCHOR OPTIONS <br /> 4 AM WA It. In S60 lb. ANCHOR CAPACITY TABLE <br /> @ 0,64-Min.D�Q I 1P I.I 2Z lb 341 S I 4..IbI - <br /> 7A.- ,I3501M, WA WA IWA <br /> 11 <br /> TABLE NOTES: t-1.260"l [_1.250-1 <br /> FIGUREFIGURE 2: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION <br /> ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEFHODS- <br /> 40 LENGTHS ANDJOR OPENING WIDTHS 15 ALLOWABLE, <br /> 2)LINEAR INTERPOLATION BETWEEN MULL L 1 11 <br /> - 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' 3,250" <br /> -23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.-%706 <br /> SHEETS 21 0,APPROXIMATE HOLE LOCATIONS. <br /> FIGURE 3, ANGLE SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED.CLIP MUST <br /> OF USED CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • <br /> 4)SUBSTRATES:CONCRETE SHALL CONrOf DRM TO ASTM C.9u,WOOD SHALL 40 <br /> IN PAJRS� GROUT-FILLED CONCRETE BLOCK UNIT(CMUI)SHALL CONS ALUMINUM SHALL BE S <br /> OW SOUTHERN PINE WITH AN 50 OF 0.55.ALUM • <br /> BE PRESSURE-TREATED YELL 1 STUDS-10 BE A MINIMLM GRAPE 33 AND .10v .... ....... <br /> [GORE 6: 6063T15ANDBEAMINIMUM 05-100-TH'CK'STEE -EAST.125-THICKANDA21B.ALL .100, <br /> FIGURE 4�. FIGURE S! ,045`THICK(18 GAUGE).STRUCT URAL STEEL TO BE AT I THE MATERIAL "5"X 3.25'X.100" 1.26"X3.26' 10D" <br /> ANCHOR'S INTO METAL SHAD,EXTEND AT LEAST 3 SCREW THREADS BEYONDMULLION FOR MULLION FOR <br /> filo&#12 ANCHORS INTO WOOD MAY BE STEEL 1"8.S.OR 410 S.S. FIULD.MULLED UNITS FACTORY-MULLED UNITS A,LF L PA E.#68705 P.E. <br /> . <br />