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TABLE 14A Mu18onCa Capacity e <br /> Tablo Ps el � <br /> Opening Wldlh(for wrticoly-3pmt m mumam)orepaning Height(fortntl7oniat 6P 140In 766In '' <br /> 3q in 1m In 1201n <br /> 701n 901n Recim9ular TtaplTtlalg. R"Mngnar -Pin B R ta�gN.W TrapTdm9. 6z t <br /> W In war TtaNTdanO PRe",4M11IN Tr4altiia+9. imdW Lo<db+6 LaaQt9 tna9hB Lca�nB <br /> 64{n RoeWTh7�1a` ha1✓idang ReaG.r} <br /> REciargLLar TfapTdanB. Rectan9uWr Ttap.4ing L�tlMB LOad4'i6 Laa3riB Loedin9 _ _ _ <br /> Lwdirp LcOd^0 <br /> Re:tatputar Ttapltln�9 loaai+0 LaadirO Laa31� Loading <br /> x.125"Alum z' T - $ y� n �• 'I E ��. �$ c�E O ��v u i <br /> Tuba Muti o a. g 2• �^ M1 ui Lt'a c� c�e S 5 3� _ _ <br /> cl BE <br /> 13Y.1 471 721 SZB 13$1 41t 60.1 528 t3d.1 411 61.6 G6 131.1 4H 45.t � 13i.1 N1 ! <br /> 42N Y442 579 167.0 420 pZ0.2 826 1469 419 1030 526 13fl9 414 EO.t 526 ai.4 4N 60,1 52E = UjF- <br /> 6t.6 362, 6i.2 266 GS7 362 646 Z&I 41.2 36'2 63S 253 34,3 362 53.5 283 $4 352 936 2t%1 25.7 3G2 A'S 263 m r O <br /> -08In 96.6 463 109.0 333 E0.5 403 90.7 328 GOD 403 86.4 320 6D.4 403 81.d 377 Gi.7 433 7:.1 375 483 -003 766 314 40.3 40S TaB 3W 34.6 403 73.6 314 30.2 493 786 <br /> 9tD 307 93,8 36G 79.3 294 Sae 362 Tt9 269 J I_ LEI w <br /> ?iaE25 to 82.3 ;bZ 42.4 310 636 263 37.7 318 tA.B 25a ?i9 3t9 496 244 283 31$ 441 248 27.7 318 4Y7 24tl 155 316 43.1 Q <br /> i <br /> 541n 67.8 316 74,1 2S7 5&5 3t8 6q2 261 4a5 31D 57.7 Zan S� ill <br /> G1.2 758 45.7 214 35.3 25B 40.7 Zt0 30.9 2® 3T.2 26, Zt.S 256 34.6 2DY 247 256 33.4 143 20.6 258 32.2 201 T✓.7 256 322 2tr1 1i5 �'2 Z Z x e<a <br /> c 601n 59.5 156 611 23B 31.6 tE9 23.T 234 2D.4 t� Y1.4 Zi4 2L0 784 t7.0 234 26.6 183 76.3 7i4 Z85 iB3 13.4 Zi4 26.5 783 <br /> 234 46,6 200 35.6 .�1.4 391 tA'1 30.5 Zi4 34.7 792 1B7 t'�4 7 169 tS5 273 22.2 167 13.3 213 22.0 iHi Yt.6 2I3 220 i66 j <br /> 661M1, 37.2 213 39.4 163 31,0 213 33.7 179 2a5 213 225 i4a 17.9 �3 D3,. 147 116.9 179 iD.7 t95 1a9 213 21 <br /> w = {. <br /> 72 in 28.8 176 3a7 155 23,9 179 2 e 162 20A t79 c1l r <br /> 2 t.. N <br /> T6 in 2G3 161 25.4 140 20.2 tel 21.6 1T7 17A 101 tD.6 135 16,2 161 17.0 133 ANCHOR CAPACITY ADJUSTMENT FORMULA: y(dz <br /> 78 In 225 1W 2as 133 tab 15Z 19.8 tat 16.i t52 17.5 ;26 ANCHOR CAP.,„..,.,\ <br /> r4cta (Df,,,)X((--"�' J ANCHOR CAP-- r U7 <br /> TABLE 14B Anchor CapnUty Table hs FMdcvu PT Nod `MULLION CAP.b.w N <br /> 3.9t CAY. }{Onmt'CMU IOR <br /> s�t3e znCarcnYe __.._ aSSEno5t15'Eta fl4S5Et0 xt-(05 c6v USE THIS FORMULA TO06TAlNTHE'ANCTOA ® Ty to CO CO <br /> 6t16•Eco 3ttG Etounfaean 7i4'Etco�a 0n tv�yx�ata mtr m A-61-1a 1e`"{ t GAPACI'(1'REOUIREO'CORRESPONDiNG TO AN to <br /> Archa tyfc YS6'Ek0 Nt2cm iN'FJOO OItrxm U4(o:an 3-v8' T G4fi 0.54• a32C ~ <br /> gnUlor Clip Pedems 1• atlS 3.v3• t• 2•i(2" r &12" 2' 1-aa, 1,316• va<fes ' ACTUAL PRESSURE REQUIREMENT FOR THE U N ¢ O (0 <br /> Eo �st6rce lnX r 2-�r:- t-tt4' 1.17d' 1-1td'- t-vx t-tr4• t.vs a 54303E OPENING,WHEN IT IS LOWER THAN THE MULLION Z, <br /> gpp¢tynrnt nk t4• 1514" tN4• told' 2' 3ot5s wA 760 iat 748Ins 6a61aa te92lw 6s2ros 665IDs CAPACITY(FRAM THE TABLET OF THE SELECTED �h„ V � I <br /> t 75D to 78D 19s 6ea11s 16e7 tas 789ti pa 510 MULLION.IT WILL YIELD A MINIMUM A'VCHOR i <br /> <arcro.sY43'Mno.c.tOJ2s5Alniet'2ttslttTA 1 CAPACITY WHICH MAY BE USED TO QUALIFY Z <br /> ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED S <br /> ANCHOR CAPACiTYTABLE os compyln with the Florida <br /> vuitding Co3ge 17-0630.01 ' <br /> Exptrntion vale 05/26/2021 ! <br /> Br - ! <br /> MismWa ro uct Control ytt <br /> TABLE NOTES k <br /> F�-7-266"-!•� s <br /> t}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 <br /> SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE <br /> FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2116- <br /> 3)MULLES IO BE DRILLED IN THE F.ELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1 t t I t t i r r <br /> ® 0 FIGURES SHOW SUGGESTED,APPROXIMATEHOLE LOCATIONS. .125' <br /> ANGLE CLIP MUST BE USEO IN PAIRS, 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOV✓AND GROUT-PILLED r \_'�._•'t_tGENSp'•(.�� <br /> CONCRETE BLOCK UNIT(CMU)SHALL-CONFORM70 ASTM C50-WOOD SHALL BE PRES5URE'fHtA!ED 1 � 4• A <br /> CONCRETE <br /> W SQUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM OF.125 No,58705 �y <br /> THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL.STEEL l'0 BE AT t 26"X 2.11'X.t25•MUtUCN _ <br /> LEAST-1Pg'THICK AND A36.ALL ANCHORS INTO METAL SHALL IkNU AT LEAST 3 SCREW THREADS BEYOND (INTEORALFIN MULLION) .-�. �AITE --- <br /> A, <br /> r <br /> THE MAl ERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR410 S.S. I <br /> : <br /> FL P.E.#58745 _ <br /> y <br /> 1 <br /> i <br />