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Y18.9 121E 1i9.8 B38 1'IB,B 1$1B �51.1 92l W.{ 127B 198.1 ➢13 Bli 1218 1�8.1 819 73.1 121B il&1 313 � f"' U � (7 <br /> &)in 17d.0 A70 170.0 7<5 170.0 1118 170.0 B50 150.2 1150 1689 933 131A 1130 153.0 B14 118.8 115� 1{1.9 BHe 105.1 1150 f342 BHS B78 1150 125.7 B71 75.1 1160 1261 870 BS.7 1150 1�81 870 Z <br /> U � a = <br /> 66n 770A B71 1TOA 7B8 1524 td8 'I�.B BB7 73�.fi 1048 7489 894 774� 10{B 13s.1 B50 701.fi 1U18 123.4 819 81.4 td8 11fl6 830 762 tdE 709.4 821 65.] iQ6E 1082 01E 57.1 701E 70e.2 81e Z .Z �� T <br /> � 72b 140.E 6B0 U79 T81 117.4 60� iffi.0 710 f00A 880 1f0.E 731 88.0 880 1a�.0 7T1 70.2 880 92D 712 70.� 880 682 703 58.T BBC 792 �J 50.J E80. 74S 889 M.0 880 7fi� QB8 W � _� � °Q <br /> 791n I1B.7 7E0 125.1 fiB0 89.0 790 1�.4 878 OS.3 T9G B3.] E63 74.8 790 83.➢ ei] 68.5 7YD 789 BI7 'JSB 780 71.7 B35 /8.9 79� 6Y.1 B4 41.9 TBO 62.1 618 77A 780 EfA B17 � °�Z <br /> J <br /> N ¢ � { r <br /> � 7a y� 770.8 75a 115.! &57 eL7 75a BB.1 6H 78.1 7b0 89A 8�2 69.2 750 77.1 821 Bt.6 750 709 612 55.1 7fi0 85.7 605 192 7d0 58.{ 59C 39.8 750 582 68B 34.6 �fia 65,5 SBB Z Z a Q � � <br /> 90 N R5 6Q 7�A S00 fi0.1 Sd! �29 491 61.5 SG4 54.8 �83 �5.1 fib3 469 �7� 40.1 5� MA IG8 76.7 567 4LL8 463 30.0� 563 38.2 t72 25.8 E&M1 33.] 4t5 735 083 SI.E M2 I- Q m z N � <br /> 9Bh 59A {% 81.1 4f7 4&5 l93 61.6 435 4Z.4 a99 K.! �27 ]tt {95 39.9 42f 33.D 4B3 3&1 413 29.T d85 772 409 7A.0 49S 7J.1 !00 2f.2 497 2fle 794 1E.8 �.% 25.0 380 a y �� ���0 <br /> 10Bin N.7 '381 42.6 353 74.8 S91 35.8 S/B �.8 391 91.1 312 46.1 391 Z7.6 337 7f2 3e1 249 333 20.8 391 720 3sB 17.4 391 18.1 321 . 11.8 7B1 77.6 315 0 <br /> W U' �y�Y <br /> 1111n Ja4 770 362 735 3t.0 770 S3.D 3�0 27.5 370 28.8 �5 2l0 370 25.3 ]ZO 21.4 �'� 71B ]1B 18.2 370 20.8 112 1fi0 37D 18.7 305 � � � � N <br /> 11uU� 3U.4 377 30.8 208 75.3 3fl 260 261 21,7 317 225 28n 1A0 317 1B,9 276 IB9 317 17.8 Tr! � Q m Q O O <br /> 1NIn 17.8 210 17.8 M3 T a e ZmO� <br /> TABLE158 ANCHORCAPACITYADJUSTMENTFORMULA: V ��� � 5��4-' <br /> pndmrCa d Tnblo hs ANCHORCAP.,,,,,,,, � <br /> SUDSiRte 2.7k(brLtde 3.5FCAnc. Mmw.'G�U FiIIeCCMU PTNbod Mep1 ��io�X( ANCHORCAP.,� <br /> s�s•� il435E1eo5116'EICo Ti4'SSEbo atosm� rissme� aizstea `MULLIONCAP.,�,,,,,,, PRODUCTREVISED <br /> A�whvry� 3rte E�co Uitr on 1fa'Eloo Ulaami ��o� 3It�E�oo ultrecon 114'Etco llroeer Ao�amr ut on aQ,necamr sorcw(e�,s7 screw(G5) screw�c5) USE TH1S FORMULATO QBTAIN THE"ANCHOR �g eomplying with tha F1orlda <br /> AnchorClip Patfema Bullding Coae <br /> edgeqswu(Ink t' 2v2' 7' 2•1m 7�7rB" �• 2-12' t• 2-vr 2 }tre� Y aAa• O.sv o.32q^ CAPACITYREQUIRED'CORRESAONDINGTOAN NOA-Ma 17-0630.07 <br /> emxmneml�k ��<' �au' ta�a^ iala• z t-ur 1-0I4' 7-V4' 1-1N' 1�1!<' 1-0/4" 7 7-9IB" fa�s• w�res AC7lJALPRESSUREREQUIREMENTFORTFIE <br /> 2n�erom�r Mm.o.c.i�x��,swqre copa��p.ik �IDs seo� aso ite eeo im noo iee aa we 2eo its 35a rce �ao ws 3�a im 72a ms aae iee �a�ies +ax e� aeo� OPENING,WHEN IT IS LOWER THAN THE MULLION �P��«on Dato 05/26l2021 <br /> 1 Archas�3.S N6ht O.C.I RI7�5 Anpk C4ps I(Flp.2} 7B0 ma 7BO Iba 7BJ 16c 1s1a IEs 25Y5 @a 51014i Se01N WA 11201b T<B i�s 880 me f882 Wa fie4 We Bes lhs 1120 me CAPACITY(FROM THE TpBLE)OF 7}iE SELECTm gy <br /> 6MNae@1•77'MIrtO.C./�7.)2t5AnpkQipalfflg.3Y ttzoins ttmios esaim naeiw zz54me W� ewrou Wa ta5s¢c wn i37nmv wn iu22ihe tax7ms tseoroc MULLION.ITWILLYIELDAMINIMUMANCHOR Miami-G apro uctContro <br /> CAPACITY WHICH MAY BE USED TO QUALIFY 1 <br /> -� ADDITIONAL ANCHOR OPTIONS FROM THE i <br /> ANCHOR CAPACITY TABLE. � <br /> FIGURE 1 i <br /> 7ABLE NOTES: <br /> � � "I)SEE SHEET 1 FOR INSTRl1CTIONS ON LISING THE TA6lES AND SHEET 25 F6R INFORMATION ON LOADING. �I <br /> SEE SHEETS 2-0 FOR GENEf2AL INSTALLATION METH00.S. <br /> FIGURE 2: 2)LINEAR INTERPOLATION BETYVEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. "�t��i����� <br /> 3)MULLION AND MULIION CLIPS SHOWN ARE NOT TO SCALE FORE7G1Ci'DIMFIJSIONS,SEESHEETS 21-23. �2'� `����aON,,,,, /�l���� <br /> � � � � HOLES TO BE DRILLED IN THE FIEL�FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEfS 21-23. 30, '�,• �}CENyF �(�% <br /> FIGURES SHOW SUGGESTEP.APPROXIMATE NOLE LOCATIONS. ,�Q�• .�t`��i <br /> 4)SUBSTRATES CONCRETE SHALL CONFORM TO AG 301 SPEqFICATIONS.HOLLOW AND OROUi-FILLE� 3250" �,},-' No.5B705 � <br /> FIGURE 3: CANCRETE BLOCK UNIT(CMU)SHALL CQNFORM TO A57M G90.WO00 SHALL BE PRESSLIR&TriEATED ; *- <br /> YELLOWSOUTHERNPINEWRHANSGOF0.65.ALUMINUMSHALLBE606&T6AN�BEAMINIMUM OF.125' � ' - <br /> � � � � THICFC STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK'18 GAUGE).STRUCTUPAL 9TEEL TO BE AT <br /> ( 30°BAY �0•�• S q'� �� ���� <br /> LEAST.126'THICK AND A3G.ALLANCHOF2S INTO METAL SHALL IXTEND AT LEAST 3 SCREW THREA�S BEYOND MULLION �'� •. p ' �/. <br /> • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.B.OR470 S.S. �FS •.<ORIDP-'' \�� <br /> ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PA1RS. /����/Sj��NAL�NG�\ <br /> A LY�IW�AyLLER,P.E. <br /> FL P.E.#58705 <br />