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<br /> TABLE 15A "' �
<br /> Mulllon CepecHyTebla pdsM') ��� �
<br /> Opd�InBNAdih(Pofveiti�Ay�SpBmungm�onS)orOpepMgHoigM(forharaorAetly5pemtln8rq4Ytims) �G'� �
<br /> 3a i� 6U in Td in fi9 tn 90 e� tflD h i�in 7A0�n 1b0 hr $}� �
<br /> Rec�a�gWor hap/f�1an8. R�igular Trepfikn0. Rect�ngulor TayTllanB. Reclanguim Trep`1'deng. Rvcunpda� TrapJManB. �"�mMWw Tta{✓trim�g. ftnneirQ�tar ire{didang. Rettmguts� Trnp7dm�g Rncfa�g�Sw TaptEimg. y�� w
<br /> 1 x5.024 4 Loadinp loadin9 Laar9ng Loaring LondinA Lnadnp Luamng L�ding Lostling LoodinB Lopdn9 Laadin9 Loedln8 lpeding Loedin9 LnqQmB LaaEing Loading ^* �
<br /> a��un.Tusm a n �,.. � •s; s «.-. 3 't' u � = u:. a F b' �. - '' : a m ; fi e � d
<br /> '�w 3 �. U �`. �9 �a a a m � .. o � 5 w �m �m a
<br /> �avma, g� �� � �� � E� G� � n� s �� a aa a �= a� e ��. ��. m a� �"a om u a� � �� e o� � A� cv
<br /> a �a a"i u a u u o u U c� u o `e o` o a u i�� ci c.+-g a o c� a .�e ci � �8 C}
<br /> �� �# _� �� v'€ �� �'� �� P'� r� _� �� �'� �� s� �_ �� �Q ��' f= �� �> �'� �� ,�� .�� g� t� ;'� �� °� �P �'� �� �'� �> o v� u�o �
<br /> ��. �z" �o d`z a2" $c4 �@, $r $�, d�`a � d`z s'� n°c �� as t'2 �a �2 �rc f� �z �8'. d`c' f d�`� � �c ft�. �z �"2 drc �'� a`o2 s�� $& �r Z °"' W
<br /> 12i� i70.4 624 iNA 436 ita.d 74d 1T11A A79 S7�A 968 179.6 506 170.6 992 1T0-4 519 47B.0 tf1S t76.0 52f t7DA t2d9 S7Q.0 32f 570.6 +dffi tTtl.O 521 lf0.6 1735 770.0 STt 1T0.d 1983 iTOA 527 � � �
<br /> ABln 170.0 70B t70.0 61a 170.0 05o T70.0 6& 170.0 9B2 170.0 470 170.0 7111 170.0 6fii 170A 1275 170,0 67T 170.0 1417 it0.6 680 7Td.0 7T00 114U 6Ba 7i0.p 19fl3 t70,0 68a i7A0 4267 1T0.p 68d a � �
<br /> 50625m 90.0 7AT 170.0 663 170.0 896 t70.0 A91 170.0 �U46 170.0 69A 97LL0 1195 17�.0 773 170.0 13�5 I7D,0 T47 170.0 10.41 170.0 75B 17U.0 1793 110.0 J56 17tl,0 2EI92 1T0.P 766 17tl.p 2791 170.G 756 y ,� �� �
<br /> yiin i7b.0 T97 SIOD 6t2 t74.0 956 iT�A 691 170.9 t116 1709 76t 170A l276 174.0 Be3 470.0 td34 770.0 817 17�.0 7fi34 170.0 456 �70.0 �913 1TQ4 961 t7�0 7711 170.6 B51 180.2 Yr73 t70.0 H61 � m � �
<br /> 601n 170.0 885 17UD TO/ tT0.0 7963 1T60 73T 170.0 1240 17Qfl B78 77U.4 i�57 t7d.0 9�i4�{T0.6 1598 t7A0 846 176.� iRi 1717� 7033 1?0.� 3125 17d.0 t�i bt6.3 21si 1TP.9 1063 728.8 2:63 7t6A 5853 Q F � � �
<br /> 83in 170.0 9J0 177.0 7A5 170.0 1t16 17�.0 B50' 170.0 170Y 17U.0 $46 170.0 148¢ f70.0 tU16 n0.0 16�3 170.0 9079 170.0 1Bb9 170.0 1122 158.8 20fi0 110.D 1169 73d5 1060 17tl.0 1171 117.7 206a 17p.d 7171 � W �
<br /> � 6Gin 77�.0 9T4 IIC.6 784 t74.0 1164 R0.0 90.# l7D.9 136i 770.0 ip02 170,0 i55A 170A 1686 1TU.� �753 17d4 1755 770.0 14lB 170.0 1210 743.0 19fi6 �7q,4 195 1228 1%6 170D 129B 1071 1966 1T0.0 1786 2 � � m x
<br /> .j 7zin 179.6 1063 t7U.6 878 17P.9 1R75 17tik 16G9 t76.9 4488 47tlU 5125 17tl.0 t?W tTQ.4 TYt9 tiS.t 4!f 170A t3i5 i38.7 1138 569,8 i386 1165 i734 765.9 7364 94.1 tI3G 550.6 1352 8&.T 773» 760.2 l.52 w � �� ��
<br /> � 761n 1'N.0 7Y�2 170.0 477 170.0 174ff 170.0 1�E0 1683 15'.6 1J0.0 '1209 1d1.4 t6bb 1652 1285 �31.1 1556 151.5 7Y66 1775 7556 5fi.3 '1251 96.3 f65fi 1t8,9 1?29 8d+^ 1356 1223 1219 T3.7 ib36 111.R 72t6 � � �� � ��
<br /> 3 i$in 170.0 11At 170.0 861 77ao 7381 170.0 1118 155.9 14T7 1693 1215 176A 14T7 761.0 13M 131,2 7aT1 138.1 120fi 109.7 14T7 729.8 1791 90.9 td7l fitl.9 1169 77S 1477 11D9 11fie 692 1d7/ �Ug3 1764 � � r..
<br /> � � d •`- •-
<br /> 94in fa2U iitA 7d6.i 98ff it8.4 ;9t9 t23.4 46a IDt.b ffifl inTA 9E1 BB.B iNQ SE8 438 TE9 titG 87b 8u� 75.0 itlo 89.7 91q S99 17!Q 1t3 897 30.7 Nta 56.8, 879 M.A 1110 4L7 B70 z �Z"-' � d N �
<br /> g6�n 117.0 975 1P0.3 9TY BTS AT5 lOt5 B58 B3.8 §75 BB3 642 T31 976 TB.fi B49 66.0 975 7t1 B1T 5&5 475 65.d BA7 d8.$ 975 d7.t 789 119 47'+ 523 T7@ 36.6 476 4A.3 T67 � r X Z � ta
<br /> 1081n 822 T7f B40 696 68.5 771 70.T A85 58.1 771 fi1.3 674 51.4 1T7 60.3 66d diT 711 490 655 61.7 777 Cd.9 6f7 3A.3 777 7&8 A31 29,4 J71 35.0 6R1 15.7 771 32A 611 d � �'� �� �
<br /> �„ O)ro O �
<br /> tltin 73J T3� R3 661 617 TSfl 6S9 650 Sf.t 73U 56.3 6+0 d7.3 73C 49.4 631 42f 73u 95.0 622 77.8 T30 41.1 614 31.8 730 3S8 600 T7.0 730 37.9 be9 23.T T30 ]9.5 5B1 N W m
<br /> 12Gin 59.9 52i 61.G S64 i9.9 52d 512 566 -0t.R bPd EA3 b62 37.5 62d 39.2 3M 933 Set 359' S37 �.� Cai 32.2 Eii 2S6 52d T7.T bi4 21A 6'td Td.6 504 fB.T 62d 71.5 5flt � �' X � �
<br /> 7q41n 3�.7 433 35.1 A00 28.9 1�3 29A 395 7A.8 d37 25A ;90 P1.1 433 22A 985 193 433 20,0 381 11.3 �J3 181 376 �
<br /> � a N '� O p
<br /> ¢ d r` 2�O �ry
<br /> TABCE 118 ANCfiOR CAF'ACtTY AD3U5TA7ENT FORMULA: °o' �� �tY�
<br /> MchorCepectlty TiMe�tbs) t,i k �
<br /> ANCHORCAP.,,m,,,,, � S��'�
<br /> su�strate 27kcorcfee sskcanc. ndrowch�u FuicocMu vrWam Metal (DP)X� ,=ANCHORCAP.,,,
<br /> y�seim v�rsspcosts�Fxn rrrssem cnascem mzsfed mzsae� MULLIONCAP.,,,,,,,, WRODUCTREVISED
<br /> AnshnrtilpPat�ma ��Type. 3�ta�ac°W`xm u'S`6kouttmcon a7F'Elrolm�am va^Hcoueraccn aseom
<br /> umdcon aggec�ot urtmcon ngerec��r 8aiea{cs serex�c5} suar(c� IJSE TN13 FORMULA TO OBTAIN THE°ANCH4R ply9ng with tho Florida
<br /> Ecge i%staise 6n1 Y 2-1/7 F 2-0r2' 3tta' Y 2at2 Y 2-VS 2 &u8' 2 U.•ID` �.Sb' 0.32C' CAPAC�REQUtRED°CORRESPONDlNG 1'6 AN Suildin8 Gotle
<br /> F,,,p�+men�pn? +sia^ iara� i-aia^ 1�'d' Y t-7/d• 4�U4' rva� i-vc i-va• �-vr z t.are� raie� v,�tes ACTUALPRESSURERE4UtR�fENTFORTHE KOA-No, 17-463QA1
<br /> znnc��a�s�ni�o.c.i �uaudQase�enp�aR �oms roe a5�ibs eBove tsaams T/0109 2er�ia s5�ms 7aolm a74ios 5s7ms E4sits s4tios n42irs Ssoms ppENINCa,WHENI7ISLOWEftTHANTHEMULLION E�pirationDate05/26/2021
<br /> A AfGtMts�1't5'Mfi O.Q/3tek�A1{ft IXGefjC,llp(flg Zy d8Q ms 7d01Gs WA WA N/A N!A 36G I� WA ti�A N/A W� WA 6B21bs &861[e 11RD Iin pAPACITY(FROM THE TABLP)OF THE SELECTED /
<br /> anrcrors�3�taino.at��sn�ec.cps�tfla�1 �� 7a�ms �ub ss�ies se�s�s 5aows 5wm+ Ntn �ama 7aaies aeams �e�us 5s2�e: amim ttanum 4tULL10N.CTWtILYfELpAMIMMUMANCH4R BY �^'�l ��
<br /> anr�ro�s�asc^Mm.o.a i u.�p,m�o.wv,Uum t*�.aI N/A N!A NfA WA NiA N!A WA NtA WA N1A WA NtA WA WA t267� CAPAC(TY WHIGN MAY BE USED TQ O(GACtFY 1k11amTD yA�Ptoduc Can ro '
<br /> _ tarcroriFGdp(Ftg.sT iss�os ia3rze aasme usim eazim 7so�es yaome i7�ids moira ie�me aszim 47a� ti7oms z2f¢s 2saim ADOITIONALANCtiORpPT�DNSFROMTHE
<br /> 2/UttPAfs g 1,19'M1rt O.C!F�Ctlp p.5j PN m9 3�O Ib6 NfA WA NlA N10. 1401hf 1i1P WA N/A WA WA ydi IG5 4t2�t 560I� }INCHOR CAPACfTY TA6LE.
<br /> 1250"
<br /> FIGURE 1: FIGURE 2: TABI.E NOTES:
<br /> � • • + � � t)SEE SHEET 7 F6R VNSTRUCTtONS 6N US1NG TtiE TABLES ANO SHEES'25 FQR INFpRMAT{ON
<br /> ON IQADING.SEE SHEETS 2-+{FOR GENERAl(NBTAItATiOF!METFidDS.
<br /> 2)LINEAR INTERPOlA710N BETVJEEN MULL LENGTHS AND/OR pPENING WIOTHS 13 A4.LOWA9LE. \����� Y LYN ����i
<br /> FIGURE3: aQN� .. ..N�1 ��i
<br /> ANGLE 3}MtiU.tOtd ANO Mt1L!-t07V GLIPS SHDWN ARE NO`G 7�SCAt.E.f4R EXACT DtMENSipNS,SEE s�4� ; '�' '�GEh+Sfi�;�L� �
<br /> CLIP MUST SHEEf5 21-23.HqLE5T0 BE pRILLE6�N THE FIELO FOtl6W1NG DIMENSIONAL RESTR1L7iON8 � �' :t<'�%
<br /> � � � � BEUSED SHOWNONSHEE752�-23.FIGURESSHOWSUGGES7ED,APPROXIMATENOLELOCATIONS. �.�: No.5870.5 �
<br /> �K pk�Rs' d}SUOSTRA7ES:C{?NGRETE SNALL CONFORM TO AC1907 SPECIFICATKSNS.HOLL4W AND -�-.---�. *=
<br /> GROLtf•FItLED CONCRETE S1�OCK UNFf{CMU}SHAI.L GOtdF4RM 7Q ASTM G80.WOOQ SHAtt � f�^� ���
<br /> FIGURE 4: FIGURE S FIGURE 6: BE PRESSURE-TftFJ�TED YELLOW SOUTHERN PIME WITH AN SG OF 0.55,ALUMINUM SNALL BE �•� �j 7' ,'tj/�
<br /> 624" ^r� ' S'�`�SZ7F ;
<br /> 6063-TSANDBEAMINIMUM QF 100"7HICK.STEEL.STU0.STOBEAMINIMUMGRADE33AND � ""'��•. �V�
<br /> A � A4STHICSt{18GAUGE}.S7F2UCTURAL57EELT08EATLEAST 125'THICKANDA38.ALL --t r�Fs''•:�'�ORI�A.•����
<br /> � Ci � �tac.�o�s ir�ro MEra�sHnu.��o nT�asr�scr�w n-!�,cs aErorm�Ns twwr�v� 'r,;s�ONAL ti����
<br /> #10 8#12 ANCHpR5(NTO W 000 MAY 8E STEEI,1&8 S.S.Oft 440 5.5. 5.252�X 3.sa^X.62a• A tMDlN MN�'�4 p�E.
<br /> • MuwoN p�,p.E.#59705
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