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TABLE 14A 4 � <br /> Mullion Capacity Table 67tt2 8 <br /> Opening Width(forvergmtP-spam5rgmullem)orOpentng Hetght(tarWzoma9yspar6ngmfdmts) ai a <br /> So In 60In 701n 60 in go 1. 1001n 120 in 140 In 1601n k <br /> Rettangulaf TrapTAmg. RettarclAar TraprMan9 R6c(p�guta Tr4TdTAm9. Ro41on9um 7r4rl111ang Re4tan11wer TraliTAo10.r- <br /> zrgdor Trap/11tan9. Recb1901y TraplT0an2. Renan9loar TrapTAaro} Reclar9iAar Tnp'71iu8F � L1 ' <br /> 1.2"X 2.11" Lnadina Loa41r8 LaedhO LwdinO 1Da169 LA-UQ Loading Laadh9 L-ft L. Wdtrg Lwdir9 L4adi,9 Laadlm Loadka Loadm teadh9 Lcadilg <br /> x.126"Alum ,:• _ I <br /> _ r .r 2" ,z• 2c27 _r a z• r r �• a x p L+ <br /> Tube Mull z ' � ' teg .. '`a.-, m w9p.o r7 d � � � oa 24` 6 3� u 3E 8 6 � u ii t4 � 8G � � to cvg � F _ b _� _gg _ & z� �� s ' eggggT8§ate 4� E e� S� �� � a s o <br /> S @ E 5 s 9 �.& 'BSc d ii dg 8 $ `d4 a�i �«� 9 9$ $ 3� �1 �@ 2prc8 day �� rc s r x' �8 a� �s' S dp s se s� di �! dF4 �'� �� E < w <br /> 421n 1442 '.Ofi 167.0 420 120.2 628 140.6 418 1034 62fi 1388 414 90.1 526 134.E 411 801 52E 134.1 411 72,1 526 1341 411 60.1 529 134.! 411 61.6 S26 134.1 411 45.1 6� 1341 411 Lx77 <br /> Q13 Me 403 109.0 333 60.5 403 947 329 600 403 66,4 320 60.4 403 81.-0 317 531 403 7e.1 316 48,3 403 78.6 ji 314 40.3 403 Me 314 34.5 403 7e.6 914 20.2 403 786 314 K <br /> 50.625 to S23 a2 Ste 301 66,e Wit 79.3 Z94 Sao 362 7'LS Zoo St-S 20. GZ2 266 457 30? 646 284 41.2 352 616 2=M 34.3 3:2 63.5 203 214 362 53.5 283 25.7 3W 0`5 283 }y- � LL m S t <br /> ".1 a <br /> 54 In 6TA 318 74.1 267 56.5 318 64.2 261 48,5 318 57,7 ZW 42.4 310 635 I 2t3 37.7 318 60.8 2% no 318 0.5 249 2113 310 48.1 240 24.2 316 49.1 248 212 316 49,1 cS7 240 1 LU <br /> m 601n 49.5 255 63,1 219 41.2 25B 45.7 214 35.3 258 403 210 309 258 37.2 207 21.5 2M34.0 204 247 236 33.4 203 206 256 32.2 201 17.7 25e 322 2M 15.5 256 322 2M F <br /> Mi. 417 234 46.6 200 35.6 234 39.1 19S 305 234 34:7 192 26,7 234 31.6 109 23.7 234 29A 160 21A 234 26.0 184 17.8 234 26.6 183 15,3 234 Zoo 183 13.4 234 M5 183 U <br /> m LU `d <br /> .E Oslo. 372 213 39.1 183 31.0 213 33.7 179 2%5 213 29.8 176 23.2 213 2T.0'173 200 213 25.1 170 1&0 213 217 te9 15S 213 22.2 167 13.2 213 220 160 11.8 213 22.0 163 Z Z � m <br /> 7261 26B 178 30.1 155 no 173 260 152 20.4 179 226 149 17.9 179 203 U7 15.9 179 107 U5 1N G -1 i 6U <br /> 7881 2A3 161 2541 IQ 20321.6 137 17.4 t61 18.0 136 162 tfi! !70 133 o �a <br /> iTZ 3 <br /> 78 In 225 162 235 133 188 152 19.9 131 16.1 182 775 128 a Q <br /> TABLE 14A McborC60acttY Table pbs) - ANCHOR CAPACITY ADJUSTMENT FORMULA: O < X�2 <br /> MtCHOR CAP.,,,,,,, r <br /> CD <br /> SUSt� 2.7K C�exlete 3.51[Cac. - 11c➢uxCA1U F87edCNU txT14o00 tdQa (DF,m)Xt �=ANCHOR{.AP.� n tJa Wfl�d <br /> NIS'Eto t/4.°SS MCI 585'Et 1W So Et o N1U S<� m2 51e31 K12 Sie=1 MULLION GAP."„,,,", <br /> Amba Type TWEIro IBtram 114•Oco toot. 3r15'Eto Ulllaton 114'Elcol0tr6cm o Dl <br /> AnchorCllp Pett6ms - utax. A99.Gata' Ur-an AOpilal. Stnw(G5)strew(G5) Scmw(045) USE THIS FORMULA TO OBTAIN THE'ANCI IOR N Y <br /> EMA DLa=e r 2-:Y." 1• 2•YP 3-v5" r 2-w i• a1re Z. 34/6' 2 049- 9.5m 0.32C CAPACITY REQUIRED'CORRESPONDING TO AN 65 a m C rq <br /> ElabC11MUn ): 13M• t„1.r f Yd• taA1* T t-1t4" 1•v4• t-1/4'' 1-14" 1-114• s vs 2` ra'6' !&S' ralr> ' ACTUAL PRESSURE REQUIREMENT FOR THE ! C4 <br /> 4Amhxs�3•Ma O.C./p,12c5A�Olt C90SitF9.11 7B015s 78014S 6eo 1US 1563I� 1ee6 as 5'A¢s 150ibs wA 7m i5a 748Im aBnlrs 1F3421T4 662 ors 685Aa t43061s OPENING,WHEN IT IS LOWER THAN THE MULLION O Q...- C} p tt <br /> CAPACITY(FROM THE TABLE)OF THE SELECTED d e Z's:� 1' <br /> MULLION.IT WILL YIELD A MINIMUM ANCHOR n igg0 a <br /> CAPACITY WHICH MAY BE USED TO QUALIFY <br /> ADDITIONAL ANCHOR OPTIONS FROM THE <br /> t <br /> ANCHOR CAPACITYTABLE PRODUCT DWIg REVISED <br /> the Florida <br /> Building 4`Ode <br /> ZOA-No. 17-0630.01 <br /> P-XPlration Gate OS/26/2021 <br /> TABLE NOTES Mlam a ro u1.k Contort ' <br /> 1)'SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. <br /> SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. <br /> FIGURE 1: <br /> 2)LINEAR 11,TERPOLATION BETWEEN MULL LENGTHS AND/OR OPENWU WIDTHS IS ALLOWABLE <br /> � 7-1 3)MULLION E D MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR STRIEXACT DIMENSIONS,SEE SHEETS 21 3. <br /> MOLES TO BE DRILLED IN THE FELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116' <br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. <br /> ttt2tt1t71 <br /> ANGLE CLIP MUST BE USED iN PAIRS. ,125" t <br /> d)SUBSTRATES:CONCRETE SHALL CONFORM TOACI$01 SPECIFICATIONS.HOLEOYdAND GROUT-FILLED ��� Y LYN <br /> '- - CCNCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL,BE PRESSURE;I-RlA I ED 'F `�� -\. ......!v 1 i <br /> YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 I ���:•L,kCENSF.•'•eel i <br /> THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 126"X 2.1t"X.125"MUtUCN ^ 4•' ',•f3 <br /> LE'lST.125'THICK AND ASS.ALL ANCHORS INTO METAL SHALL EX I kNDATLFAST 3 SCREW THREADS BEYOND (1NrEGRAL FIN MULLION) .�.: NO,58705 <br /> THE MAl'ERIAL,#108.#12 ANCHORS INTO WOOD MAY BE STEEL,18-0 9.S.OR410 S.S. /��(ry sk• <br /> •'O�'.- ATE 4tP <br /> q'6A(AL <br /> A LS/NIVA ILLIER,P.E. <br /> FL P.E.#68705 <br /> JI <br /> 1 <br />