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TABLE 16A �
<br /> Muniancn c TabW pslR� ���g �
<br /> Opunittg Widfh(forve�ticalM� errirg mJlior�s)or Opnninp Holght(far rorimrtay�-spanrirg mid5ms) � b S
<br /> 5otn 6�In 7oln eotn e0t� 1Q�N 120tn tabin 16am � �
<br /> a�mn[w� '�mwro• R�.t� �aW�a +iec�ma�� rrer+T�r+o. r+�cmngi+: T�Wr�nv. Wac�a+a nrorn+m�e� aaaor�r T+a+t�ro. aacmnea'�r SmMdenB. RaeronP�lm rwvtraena. Rewnauraz fraymena � �
<br /> �26"46 law0n8 Lua�9nB losdn0 1m6�0 �'�a �a�➢ Lae6n9 Loe�nO Loadlnq Lmdn9 Loecme lnadng laadng Loedn9 Londng LnarEnp LaeAnp lmd�g Sz,
<br /> DEIi,AL a x� p g, r n s a a ,� p 6 �, p a x a r �^ � �^ � r a ,� �� � r � r � � � a' �^ �
<br /> BAYMtlLC a � a 5i � �.-. a M � $ �- .�. e � "E 8 3$ry & o.
<br /> � p�� � � �� a �� � �� � �� € � � A �� � � � a�
<br /> o .'�i ci $ $ v U u o U cS `cR �e V Sv U tgi� u'�� uv c`S �i�' cY c�'" ci cSn� o` �o� � �o� N
<br /> o� Ke � .� � ,.s § �e � �� � s �.� s� �� � @ s� � s� gQ .� g� `� � a� � s� .� � �� �c� �
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<br /> �zm va.a em �rn.a 4as sm.a zu +7n.0 c�a trn.o aim sm.c ioe a7o.o asz tta.a ais rmo �t�e tn.o sz> >ra.o izm rraa s� tta,o iase �zo.o szs s7o.o trss s7u.a szi �eo.a yan �mo szt � � �
<br /> J
<br /> �BIn 170,0 708 770.0 f3/ 170.tl e5U 17n.0 684 170,9 BYt 170.0 870 170,0 1133 170.0 881 17d0 1274 170.0 677 iM.O 1417 17U.0 BBD tes.7 1637 170.0 8EQ 110.� 1637 170.a 880 112.8 1ti87 170.0 BBO � � �7
<br /> 50.B:5N 170.0 747 170.p 583 i70.D B98 170.0 eN 17D.D 1018 1T0.0 �4 17p.D NB5 17D.0 773 170.0 1769 1T0.0 747 Y70.o 1194 1760 75B 747.1 1562 17U.0 758 176.1 1652 170.0 751f N0.4 1552 1Ta.0 769 ' � W o� �
<br /> Sfin 170.D TS7 /7C.8 872 lTp.O 85S t70.9 99t ]7D.0 ii48 tJDA 754 17A.G t775 170.4 $¢t 170.0 1+34 170.0 837 1352 1f55 t7QG 8S8 t2B.3 245i �i74.4 �t it0.8 ti53 17aA &8T 8T.4 i{SS 1T0.Q !89 0; tD M V'1
<br /> 80in 170.0 8B+` 17U.P 701 170.0 1067 170.� 797 17Q0 1Z1� 170A HIB 15/.1 1308 170,0 844 138.7 t7C9 170A 998 Y25,7 1309 1815 BBS I00.6 1306 157.1 8e2 BB.B 1309 157.1 e@ 78.8 1508 167.1 882 � F=- V � �
<br /> 631n 77a.D 83U 1To.0 715 17CA iH8 170.0 850 1�29 12p lTD.d 9W 1425 12t7 1&1.5 983 i2tl.7 1247 1528 985 i1<.0 1247 111A 952 95.0 1217 1782 �e 81.4 12A7 135.7 914 7t.3 1247 135.7 934 � W
<br /> z � �' ' m S
<br /> 686i 270.0 974 574.Q t86 110.6 lle9 i70.fl &03 f�e.4 1t8� 143J 995 t2B.$ 1140 141.9 845 1l5..d 119d 536.5 978 1039 1190 178.4 etd 88.@ 1181i 1t$.S �8S 7{2 116q 118.1 @B3 8i.e if80 itAt 893 Z �Z
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<br /> C 741n 167.9 1Uf0 16B.q C71 771J 1070 1�4.6 858 1154 1010 1372 812 101.0 1010 it{�7 � E9.6 7010 105.E 817 80.8 iD10 8l.B BQ/ 87.3 1010 �.! 795 6/�7 iW0 e�.a 780 SQ.3 1010 87.7 fi9 � � J� � �(�
<br /> � �o` S �
<br /> 3 7BIn 17T.1 QOB Ida.6 7B2 114.6 808 1T20 7TB 78.1 BOB 1tl7.1 7c1 65.8 s08 Be,R 74B T&8 BOB 08.2 779 EQ7 coe A23 ]29 57.3 BD3 74] 718 49.1 BGB n.2 71P �2.9 9tl6 7U.! i06 y Q � � n
<br /> .'� 78&t 127.1 �1 13E.6 754 143.g Bet St2S 738 &QB II87 80.8 72S TB.d Bet 68S 713 70.8 581 81.P 743 53,8 eef Ta4 BB4 53A Het @s.i e81 45.4 !6f e4.S H75 38.7 881 67.7 @l2 Z }- Q Q � �
<br /> 601n �.7 8i6 ai.a 5/4 de.8 B4B 1a.1 556 69.1 s�6 fi29 65i fi1.7 sie 38.i 34S iE,� 6is Sp9 Si7 41.4 ets 17n 530 30.5 s46 41.5 di8 7➢.5 et8 382 $ii 2i.8 6i8 38.5 G47 � � m � � � '
<br /> B8(n 663 S88 T0.1 SOB 56.E 5� 59.7 4C9 {E.7 7!E 51.4 d91 42B 56B IS.B � 97.9 S6B 4i�4 478 34.1 568 361 470 2St 688 �7.4 IS9 21.3 6B8 3u.5 453 Y7.3 588 28.7 437 a �j W� a0�p .
<br /> ta64� 47A 44G 48.8 405 34.Q M9 412 399 34.2 448 35.T 793 79.6 44a 34.7 387 266 4G8 29A 2&2 7i.4 M8 2'B.f 377 20.9 MD 22.7 388 17.1 �44 2ff! 38f /5.0 419 tE.9 356 n y Q' o o �
<br /> o W C9
<br /> iii tn dd.t 475 16A 3H5 76.8 475 37.9 379 Si.S d75 328 373 ,27.H i25 29.! 36f 24.8 {p5 gg,q 3S2 p2,t t25 2C8 358 181 1?5 20.7 3.i0 Si,6 ft9 td8 3d3 � � � � �
<br /> 7201n 74.8 ae4 35,5 111 7B.1' 761 79.6 3� 24.9 781 2S.d 321 21.8 36/ 229 317 i8.4 78! ?,0.5 313 1Tb JU 147 J09 � U � „� S� ''�',y
<br /> iMln 243 353 20.4 t75 18.8 353 l7./ 230 � a�e� +Z}y (jj �
<br /> TABLE 168 ANCHORCAPACiTYAt3JUSTMENTFORMULA: U .g� � ��m� '
<br /> MshorCa ac TaEle bn ANCHORCAP.,,,.,,,,, s��� '
<br /> 9wsstrata 27k conerele 3.5k�nc. Holiow pnu FlNaa cMu P7 Woal hwlel (�P,)X( )=ANCHOR CAW.�..,
<br /> srtee� 1f4'SSE1co ruvee�� t!4•95Ekc tttos� e�as�ee� mznem MULLIONCPP.,o,,,�, pRODUCT REVISED i
<br /> ancror ry� arts Etn uv�m �ta���ca uieaaon �� srae Etco�a� �tr er Uia�m nae�ar uuaem a eamr s w t�s}sc2,r t�} s:mwi�sF USE THtS FORhiUI.A TO 08TAtN SHE"ANcttOR as rumPiYing with the Fiarlda (
<br /> AnchorCSpPadems a � Bpllding Cotle �
<br /> EcpeqaierweMk r s-�rz" r aia' a-+re• r z•ur �^ s-ur r sve- t o.ae� o.sa• o.�a• CAPACtTYRE4UiRED'CARRESPDNOM�T6AN Nqp_.�a. 17•0630.61
<br /> EmbedmmtMl: 7W4• F3/4^ taw� i�e r t-vr i-v4• rva� i•va^ �-va• �•va• r �ars iaie� µntes ACTUA�PRESSUREREQUIREMEN7FORTHE �
<br /> 2nuc��S�Auao.a!(2)2�5rmp�e�pai�Flc.tf 3eoca �enua eml�m esoies t7ooma 27oies zeoim asamc T�omv� s�ai� noies srame a�tim uzlee ssoito OPENWG,WNENRISIAWERTI�IANTHEMULLION Fa�pirationpate05/26/2021
<br /> a�rsnws�ss•M;n o.a t t2I aan,�c��t S�a.zi zeo rss 'rao ms r��ds �sre mc zw m oca� aea zr� wn »zo tm ua im sso�., �esz ms eax ms aas us iixo m4 CAPACITY{FROM THE TABLE}OF TNE SEtEC:'fED �
<br /> BArcM;e�2T1'MInO.G) 2c$AnpteCRµt!(F1u.31: 11ZOibe itYOWs BSBIDs �d81ha ?lbibs WA St01tn WA 165SIEe hYA 13ZO7C¢ W0. 10221h+ 132?I�o t68L4re ��fON.ITW1�LYlECDAMiNIMUMANGHOF2 �X '"'...'� �
<br /> CAPACITY WWICH MAY BE USED TO QUAUFY MtamWa roduci�Controt �
<br /> �-� AU�ITIONAL ANCHOR OPTIONS FR4M THE
<br /> FiGURE 1: AN CHOR CAPACffY 7ABLE. �
<br /> TABLE NOTES !
<br /> ��_� 1)SEE SMEET 1 FOR INSTRUCTIONS ON USING THE TA9LE5 AND SHEET 26 FOR INFORMATION ON LOADING. , �
<br /> SEE SNEEiS 2-4 Ft7R GENERAt 1NSTALtATiON M�THODS. '
<br /> FIGUR82: 2)LINEAR INTERPOI,ATION BETWEEN MULL LENGTHS ANDIOR OPENING WiD7HS IS ALLOWABLE. �
<br /> �� 3)MULLIdN AND.MULLION CLIPS SHOWh!ARE NOTTO SCALE.FQR D(AC7'DIMENSIONS.SEE SHEETS 2143. ����` Y LYI�( ����i
<br /> • • • • g�ER,,c SHaW SUCGE T DEAPPRt}X�iMATE'HOLE O�CAT ONSC RESTRICfIIN3S SNOWN ON 3HEET8 2t-23. t25' 45' `��='t`��'iyGETtse�f(`�.
<br /> : P,• : � •t�`1��
<br /> 4)SUBSTR4TES:CANCRETE SHALL CONFORM TO ACI 3D1 SPECIFlCATIONS.HOLLOW AND GROUT-FILLm 326D" ;.�.r No.58705 -
<br /> FlGURE 3: CANCRETE BLQCK UNii(CMUj SNALL CONfORM Td ASTM G9p.WOOD St}N16E PRESSURE-TREA7ED - : t 7f= �
<br /> � � � � YEtLOW SQUTHERN P7NE WITtf AN SG OF 0.55.AlUMlNt7A4 SHN.L 8E 6Q&3T5AF7D BE A MINtMUM 4F 12S r-�: : �
<br /> THICK.STEEL STUpS TO BE A MINIMUM GRADE 33/Wp,046'THICK(18 GAUOE).STRUCTURAL STEEL TD 9E A7 �,�Y 'tZ` �
<br /> LEAST 125'THICIC AND A36.AI.L ANCHORS INTO ME7AL SHALL EXTEND AT LFAST 3 SCftEW THREADS BEYOND ;.�O,n'•, TqTE F�;(V�`
<br /> �� THE MAT'ERIAL#10 8 t�12 ANCHORS INTO WOOD MAYOE STEEG 78-8 S.S.OR 410 S.S. IAUW ON
<br /> r���s'•.;�1tlR1D?�.• �\�� �
<br /> ANCaLE CLiP(FtGURES i-3)MWT BE USED iN PAiF2S. ���/sl�Nq L�����
<br /> A.L�YtJN iMl4hEf��P E.
<br /> FL P.E.#587q5 i
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