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TABLE 11A ---- - ------ - -- 0� -o � - - MulllonCepadtyTnblepbdR'J ��:7� F OpeNnp1Mdih(forveAlealyspaMngm�lo`s)orOpenlnyHdpht(WrhorizarieAysDen�tlngmd4o�) ��V' Q 50 n 60 io 70 in BU in 90In 100 w 120 n 740 in 160 in � p 7Z6%J94 RxlengWar heplfll�ig. Rrtl.ogAa TnpRria�g. R�cteepdu TmpRriwg. R�elmgilcr Tnplfdug Radanpda� T�eDR�9 R�cl&gular i2pTria�g. Renmgulu Trep7M1mp. RedmgWai TnpRriana. Reeing�u T��pR�ivy. �� x.e74 Loa&ne lnall8 tmdne lnadno LouEirO Lo�Mp LoaS�n9 Loedig Lo.6o¢ Los6np Loed�e Loadig tnodMp Loa&np Loeaiq Ln6n9 Loadna LoaCNg g.y g � Alum.Tu6e e E_. � §' � � � �' € L �s •§'_ �' €.. € •s.. § � % k'.. � �.. ��' �£,. �' �'.. �£ �',. s .� � a .€ �� .� .H� � Mulllon � s� a o� E E� a �� e� $ as : �� :e � Q� � ��. � �g o ��, a o� e a� � �� a �� r a�. e ��. N u' i� o o ua c'+ S9 3 u.. u u'� u u c+ u' G o',. � o u o9 u' u 39 ci � (� L'� g� .�, L� '� g° � �•� e`� as .� ��, 6� s�� m� � '� ^� �� `° ,�� r'� s'� �� 5� �g �'� �� 3'� �•� �'� E� cn �'�� w � 'g e 5 � �. _ 5 � d 5� � 'b � 5 a- f�. .�02 �� a a�� F& �€ �� f� �€ �& � �& f �� f2 �d �' �z �@. �n� � Fd s� �� a� �R ��. �� Eg 5� so �� 0 W 121n 1T0.0 610 11�.0 435 170A 74/ 1)0.0 a78 170D 868 t70A 506 170A 992 170.0 649 170.0 1N6 17Q0 62f 170.0 12�9 f70.0 52f ti0.0 1<BB 170.0 521 1iQ0 1175 170.0 521 170.0 7983 170.0 6P1 J ABIn 17U.0 70B 710.0 524 170.0 850 IJUA 5& 1T0.0 942 170.0 67D 17oA H33 17C.0 661 170.0 7176 170.0 6n 1/0.0 1l11 17o.D 6PA 170.0 1700 170.0 WO flo.0 1983 110.0 6Ya 90.0 2267 170A 680 � � 60b�in 1T0.0 7!I tiDA 55] 1700 896 170.0 G71 110.0 701fi 170.0 68/ 1i0A 1195 1T1.0 T?7 1i0.0 19/5 170.0 1�7 1T0.0 1/91 iT00 T66 710.0 1193 170.0 756 1TU,0 2D92 170.0 756 170.0 2791 110.0 75fi � a� 611n 1T0.0 797 170.0 i74 170D 9S6 170.0 i91 170.0 1116 170.0 76G 170.0 1T76 170.0 BCl 770.0 117/ 1700 BJT 1T0.0 1591 1T0.0 B56 11Q0 1913 170.0 Bi1 17G.0 7731 /700 861 160.7 2103 110.0 861 m p O 601n 170.0 085 170.0 701 170L 1�67 170.0 791 170.0 17/0 17E.0 B7B 170.0 1177 170.0 841 110.0 159� 170.0 998 1I0.0 11T1 170.0 1073 770.0 218 170.0 I063 1/B.3 2163 170.0 f063 1P9.8 4I6] 1T0.0 106i F � f0 J 63in 170.0 9l0 1T0.0 T45 170.0 1116 170.a O50 170.0 130� 170.a Bd0 110.0 1�88 1T0.0 7015 1}40 tiT3 1I0.1 1016 110.0 1859 170.0 1122 1569 20fi0 170.0 f169 1115 4D6u 1TOA 1171 117.7 T060 170.0 f171 � a � � 661n 170.0 9i< 170A TB9 170P ilfi9 IT0.0 9IXi 1/0.0 136/ 170.� 16D2 170.0 1558 170.0 1036 110.0 175] 170.0 H55 170.0 1918 170� 1210 1l30 1965 710.0 1Z/6 iY2fi 1966 1TOD 1ZE8 t0T.2 1968 17D.0 17% Z (q z p � c ° 72in 170A 7067 f70.0 Bid ilOD 1215 170.0 1U09 110.0 1/8B )7u.0 ll26 110.0 f700 170.0 1278 154.1 173/ 170.0 1316 13l.7 f73! 1698 1386 H56 1131 155.9 1361 99.1 1731 150A 1352 80.7 1731 1501 7J52 � J� � � J � T61n 170.0 1171 170.0 937 1T00 1316 170.0 1080 168.6 1556 1T0.0 1209 tITA 1555 1652 1295 131.1 1556 161 5 12G5 117_9 1556 1�13 1Tb1 BB7 1556 7T8.3 1129 BIZ 1556 1113 1217 73.7 1556 1272 1216 7 3 J �o rcZ S 7BIn 170.0 ttbl 170.0 96I 1T0.0 1301 170.0 1116 155.9 I/71 1693 1276 136A 1477 152.0 771d 1i1.2 t4T7 1D.1 1206 109.1 7417 179.5 1191 BQ9 N77 116.9 1169 77.9 N77 110.8 1/5B 6B.Y L77 1C9.3 7151 Q � � V 901n 1120 1110 116.5 9B8 118.4 1110 127.9 96B tA1.6 111� 107.9 951 !BB 1110 %.7 976 78.9 1710 B7.5 OYt 7L0 1110 BO.i B10 542 1110 71.J 891 50.7 1110 65.6 87B 1/.1 1110 62] 970 z � Q N `p 961n 117.0 975 IN.7 072 9Tb 9T5 101.5 BSG 07.6 9T5 BB.7 612 7J2 B76 78.5 B29 6S0 975 71.2 B17 b85 975 65./ EOI IB.B 9T6 57A TB9 /1.E 9T5 62.7 TI6 J6G 476 193 ]61 � )(gZ pp 0 10tin 822 771 BI.0 696 6B5 711 70.7 6B5 68.7 711 61.] Bid S1A 771 51.3 661 /67 771 48.0 665 C1.1 T71 Y.9 6f1 17.3 iit 3B.B W7 Y9.� 771 35.0 fi21 26.7 771 32.4 612 � �� 00�u� 111 in T5.7 T70 71.3 661 fi3.1 730 65.0 650 66.1 73D 56.] 610 GT.] 730 /9.9 671 A21 73U I5.0 67! 37.8 730 41.1 61d 31.6 770 355 fi00 27.0 730 319 5H9 27.7 730 195 601 W M 1201n 69.9 CLI 61.0 5E9 49.8 Cl� StZ 560 d2B 6N l6.I 652 37.5 624 �.2 6/4 J].3 83� 95.3 537 70.O 624 7Y2 531 25.0 62d 77.7 619 21A 67d 1d.6 509 1�7 Ctd 7t5 S01 � x � � IdCin 17.1 �33 35.1 417 289 43� ]9A 395 1A.B /33 Ri/ ]90 41.7 �]3 TL.1 7B5 79.1 033 20L 3B1 1T.3 193 182 �6 V N Q O O °_ � Z y0 s0 TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: �� m� MchorC�p�elty T�DIe Qha) qNCHOR CAP.,,a,,,,,, � o � ��rc"� suDsuaia z.7kaxcrte aa�ccanc. naurn.a+u Flseaanu vrwooa Maa� (DP,�X( )=ANCHORCAP.,,, y1B't�co iN•ssFxo dtaeko tlPss�co tttaaEtl mss�ed Wzsleel M U LL I O N C A P.,,o,,,,,, AnehorCllpP�lrom� �� `��ecoUnram 1I�IXOUllracon �n�� afa�7coUSraem V4'EKOUNacon Ag�eG�o� URracm A reCiYot Screw G5 3c�ew screw W ( ) (� (� USE THI3 FORMULA TO OUTAIN THE'ANCHOR e avarca � 7• 2-v7 r 2-b2 37i8" 7' 2-V2 r 2arC 7 37�a 2 0.ai• 45a' u.324' CAPACITYREQUIRED°CORRESPONOMG70AN emeeana�� n 1,916' 1JIC �sia• �a�a• z 1-V4' 1-VT �-v4• i-vr +-va• �-v4 z �a+a• �s�e� vaus ACTUAL PRESSURE REQUIREMENT FOR THE 2AncMn��rBM�ao.4�stanua�aao�e�eep(FtgtX 9BODs 9BO�os 4501es Boome 15UWs 9oWs ?Eo�os ffiftos 7�olts 371ms 65��m atewa 51tms a21� G802s OPENINO,WHEr11TISLOWERTHANTHEMULLION AArchars�7.1YMhO.C.1619�W(afq6el)CIp(Flg7j 4aams 70oRe xM tuA N/n wn amws N/A Wn N�a Wn wA sB2ms ed5hc til0tts CAPACITY(FROMTHETABLE)OFTFIESFIECTED �A¢toA0714b.O.C./(l)2�fiAfpleC�s/(flp9Y 7eoms reoma 6eoms usoxs �esoms sao�� smmo NA _ 7601tc raems eeoms +e9zm+ �2�s sa5tOs ttzows MULLION.ITWILLYIELDAMINIMUMANCHOR 4Attfo5�0.51°Mb.O.C.IULIq,MIo.tOPA�m(Flp4X N�A WA N1A WA N�a N!A WA N7A tLA NfA WA W0. N/A WA 126IIOo CAPACITYWHICHMAYBEUSEDTOQUALIFY tArtlor/F�fq�(Rp$ 7961ns �e50a 27bms 446ms eaios 13sios lmma 17ims 0701te �mius a72ms nawa �7oms 7etins aBOms ADDITIONALANCHOROPTIONSFROMTHE YNIttnR 1.79'MIrtO.CJFL'[D p 210D5 �m H/A WA NA NIA 10D10¢ N/A WA H/A WA WA 3111Ds CE2ms F.fi01os ANCHORCAPACITYTABLE. pRODUCl'RFVISGD as complyina with 15e F7M� 1.250' Ruild'oigCoda 1C0�071$.O FIOUREI: FIGURE2: A��M�� TABLE NOTES: Capi on Da�e �2) � � � � by f ' � � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESlVJ�SHEET 25 FOR INFORMA'T10N ON LOADING,SEE SHEETS 2•4 FOR GENERAL INSTALLATI�N ME7HODS. Mi DoJe Product �UIIIIII 2j LINEAR INTERPOLATION BETWEEN MULL LENOTHS ANDlOR OPENING WIDiHS IS ALLOWABLE. �� `{ lY1Jf�d fi��/i� FIGURE3: �' '��U` Cc.hS '!` : 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SC/iLE FOR EXACT DIMENSIONS,SEE 3.94' � � • �)• E ;� � CLIP MU8T SHEETS 21-23.HOLES TO BE DRILLED IN T1iE FIELD FOLLOWING DIMENSIONAI RESTRICTIONS ;;�,• •,�� . � � � � BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS . ,10.5�57�5 IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D7 SPEClFlCATIONS.HOLLOW AND ; G- C� f/ . L`Y GROUi-FlLLED CONCRETE 9LOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL "J� ' y O l� ' �u= FIGURE4: FIGURE5: FIGUREB: F BE PRESSURE TREATED YELLOW SOUTHERN PINE WITHAN 50 OF0.55.ALUMINUM SHALL BE ' � Sf.�l'��` '�U�' � . 6083T5 AND BE A MINIMUM OF 100'THICK STEEL STUDS TO BE A MINIMUM GRAOE 33 ANO .6 j4• �'�`C' !'CUµSQF'••`C��` � � � ANCHD SKNTO METAL SHALL EXTEND AT LEAST35CftEW THREADS B'EYOND THE MATERInI. ��SS�U�JI��-Y'C��\ � #10 8l{12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S OR470 S.S. 1.25'X 3.94•X.624° A LYNN�MILL�ER,P.E. • MULUON FL P.E.#58705