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TABLE 9A A S�p�� Mu111onCapaoltyTabla Ibelit� � ��i� �€ OpanlnOW�dth(krveNoaly-speru�ngm�omJorO enl�Haipht(forhakonleoy�epamingm�6o'w) �� Q 5pu� 601n 701n BDIn 80N 1001i 120b 1LOin 1fi061 � O 7.28%J.2fi �I�abr TmplXmiy RoelrnpWr TreplT�4np. Raet�guUr TaplTHnp- Mcla�der TrepThop. itat1anyW TnpRMso Rectnwmr R�p'T�I�4 Fbele�qukr Tnp7A�p. RaW�pWer TqpRA�. Racbn�da T.pT��p. d� � Wndhq Loadro londw LoeEinfl Loea�q Laa6n0 loa6nd loeahB Loaan9 lwdn9 W�0 ��0 loeWq LoeBrg Lo�On9 Lon�p Laaan➢ �oa�B �Y�� V X.100 Alum.Tubo � �^ � �^ � �^ � �^ � �^ � �^ � �^ � �^ � �^ � �` � �` � �^ � �^ � �^ � � � �^ � �^ � �^ �i fla,mon � � � � � �. � � a B B � � � g �. � � N �� am W �G � =e �� �2M 1T0.0 BIO I70.0 �35 170.0 T�� iTO.D �ie 17U.0 B68 1700 508 770.D 992 17Q0 i1B 370.0 7118 1740 671 15D.J 1NE 1T0.0 527 127.7 t178 ITD.O 621 109.5 1118 170.0 521 BSB 4118 170.0 521 � W /8N 170.0 70E 170.0 63� 170.0 B50 170.0 68� tB7.8 9T8 170.0 630 1�67 878 1TQ0 B61 17D.1 B18 17Q0 d7/ 117.] WB tt0.0 B60 87b 87E 170.0 680 K7B W8 170.0 B90 733 B78 1740 88G � � 5Q676tri 710.0 717 110.0 587 170.v t89 170D BN 750.7 09 170.0 864 f31.9 BR7 iB8.6 70A 117.2 921 i5B.1 6� 1�3.b 82i 16B.J 698 B7.B B27 Ib0.9 �5 TS.a o2T 1S6J Bo5 65.o BP7 ISB.7 885 = tr � �m � 6E In 170.0 IBl 170D 812 161.3 B6B 170.0 6B1 i3T.b BW 167.8 0&7 t16,D 8EB 1<1.B 689 103A 869 1J/0 660 92.T 869 IYG.B 651 77.J Bfi9 12&B 652 68.7 669 77D.B 052 67.9 009 72B.E 661 �jJ p� � 60N 1�3.Y 7�B 1636 63< 11i.d 748 1�7.3 620 1d1.7 748 117.8 fi06 BB,S 7�B tO7.B 699 78.8 74B 701.0 694 718 740 BB.B 687 69.7 TdB 87.9 68] 512 TCB 93A S&1 a�.e 7L8 B].7 W9 m '^ � � F 63 N iTJ.7 B7i 171A 67B 1011 en 1111 Sfi8 bb-� BTI 100.� 653 71.] B7T 91.4 610 88.7 B77 86.4 63B B19 B77 81.0 63� 67.8 9)7 71.0 52B b0.2 B7! 76.1 579 JB.7 6T7 iB.7 529 F W J C 66 N 107.8 61) 111.7 63D 89.7 B17 975 579 IB_B B17 89.7 3QB 67.7 817 TE.S 600 �9 877 77.0 49� 63b 0f7 68.7 �M U.B 617 BO.I !8] 38.4 817 l7.T �ex a�.e B17 837 �Bt � �d m � � )2N 82Y 51B 87.1. 760 00.1 610 7�2 dd0 SB2 61B 852 /32 61.8 61B 68.8 175 �8.7 518 6A.7 �10 41.4 61B 50.T 111 34.5 61B 1B.B ADB 28.9 St0 �450 d05 T6.8 518 �5.0 COS z �� Z � 7Bh T03 �65 7A7 �08 SB.7 �85 626 39B W.9 IAS 6CB 1B0 �I.I �65 �9.� 38l 792 165 <S.S 37! 752 l85 4P.Y 7T4 2DA {65 38.J 38) R5.2 165 'a8S JB4 71.0 �85 ]82 383 ? 70H 85.7 4/1 6E.0 ]B7 51.9 4/1 57.7 370 �B.B AIt 60.B J71 408 �!1 �5.4 3B8 362 441 <I.e 380 J2B �91 36.7 33B 27.2 401 71.9 310 7J.3 �If 83.1 74B R0.1 4/1 J27 L5 J B�N �2.4 1R �7.8 7B5 77.� �72 �7A YD9 70.] 373 f27 7B4 28.5 3i1 1Bb 7E0 7!8 J3! 28.7 278 21.2 ]32 ?A.1 2T2 11.7 J7t tl.] 480 16.4 932 19.8 782 11� 372 10J 780 ¢ 0 r !�.- O Q � 0 BB n 3l.0 291 �5.8 200 28.1 4Dt 303 2L8 Y5.0 7D1 2&� 25Y 21.D �1 T7.6 248 19A 981 21.7 2�� 17.6 2B1 1B3 211 1lB 2B1 17.1 TS7 17.6 2B1 I5.0 232 � 7001n ?A9 770 26.1 70E Y0.5 7J0 21.1 R06 17.6 T]0 161 207 i5A 'Lf0 18.1 tOB 1111n 428 218 R3.1 1B7 1&B 710 10A 1B1 16.2 21B ifl8 187 U.1 R1E tl.e 100 � N�Z�O� 720fn 17.0 /!7 1flP 770 fe.B 1B7 15.3 1Q � m �' x �f i � � v N ¢ O O z °" � �O�O TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMUTA: z�� mR' AnchorCepaetryTahle Ihs � -� � ANCHOR CAP.,,e,,,,,�` � � � � 8uD512ia 2Tk Cantrote' 7.Sk Wc. HoBow CMU F�7kd GRl PT Wood Meltl (pp e)X� 1=/VNCHOR CAP.,,, L1B'Elw 1!f"SS Eko 5116 Eko 1/4'SS Ero Ii70 SIeW Y12 Sleel Y12 Steel MULLfON CAP.,,„,,,,,,� Mchorryoe: ane'Ekouureaon Vd•EkouWecm �� 3ne'EkoUltmwn 1I4'EIcoUlieton a�� Uwocrn App�ecelm safe.r(G�serew(cs] suew(G5� USETHISFORMULATOOBTAINTHE'ANCtiOR Anchoi Cllp Pattema EepeDmmrce pn} 1` 2-vz' r 2-v2' sire• r 2-vY r 2-77r x' atre• Y a.�e• 0.5a' 0.3sI• CAPACIN REQUIRED'CORRESPONDING TOAN em6eNne+apn 1�3'a• 7a�4' f-7+a' 7al1' Y 1•t/a• 1-114• 1•11d• 1•1!P 1-11<' 1-714' 7 lare• taro' wdes ACTUALPRESSUREREQUIREMENTFORTHE tA�cln�s�4.75'lNn.O.C./9lendeNaOAselqlplFm•1} 7o0ms �ao�bs <50�m Ds 161�ros 2Nws xaoros a5libs 7401ta 974�w seama Me�ho ae7tes 4lziee 5s0ibs OPENING,WHENITISLOWERTHANTHEMULLION 4 Analwm�1.15 Mh.O.C.!Sland3M(or01lsen tl�i(Fb.24 �EO ma 700 les Wn WA n�A WA �so ma wA NU WA wn WA 8821hs B85�Es t720 ms CAPACITY(FROM THE TABLE)OF THE SELECT� apnchaa��'MhO.Q!(lj2cOMp�eqlps/�Fp.3E �eom 7eoro� seows. +ccoms +eseros saros smw% wn �eotcs 7�ei� eeows iesxro� aazms easim nxuroe MULLION.ITWILLYIELDAMINIMl1M/WCHOR JAnctwrs@0.50'MN.00./U1,11y,Inb.700'ANm.�Ffp.4} WA WA WA WA N!A WA N/A N/A NfA N/A WA WA WA WA BSOOs CAPACITYWHICHMAYBEUSmTOQUALIFY 7archorip-db�Flp.SY..iesms �esIDs zxsBs wswa ea2im ��sros �,w� �n�w 3To�es teiros a3z�e. n�ibs t7oles 22�ios zeomv AD�ITIONALANCHOROPTIONSFROMTHE 2AnUwreQl.15'tAn.O.C/FGy(Fp.B): 240m.i 350tDs H1A WA NIA WA 1BOIbs WA NIA N!A WA WA 3lfihe 4/2im 5b01W ANCHORCAPACITYTABLE. pRWUCfREVISEp m rnmplying wilh Iha ClOtid� Suild'uigCodc�.�18.0� FIGUREI: FIGURE2 �Z�. Acce�xaocelVo �O?1 TABLE NOTES: Expiisiion Dale � • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES M1D SHEET 25 FOR INFORMATION BY � � ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEfHODS. '�� «� Iil1 FIGURE3: 2)LINEARINTERPOLATIONBETWEENMULLLENGTHSANDIOROPENINGWIDTHSISALIAWABLE. \�;O�y�Y�N/��; , 3)MULLION AND MULLION CLIPS SHONRJ ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3259' �, ��GNSE'� t �r'� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS -� ��• CLIP MUBT .'.�r'• � � � � BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESiED,APPROXIMA7E HOLE LOCATIONS. ' �r'. No.5fl795 ' IN PAIRS. q)SUBSTRATES:CONCRE7E SHALL CONFORM TO ACI 301 SPECIFICATIONS.FI�LLOW ANO = �r, .mo- �� ' r,�� GROUT-FILLED CONCREfE BLOCK UNIT(CMU)SHALL CANFURM TO ASTM G9D.WOOD SHHLL �•1� �''� g W 'LCf` FIGURE 4: FIGURE 5: FIGURE 8: BE PRE5SURE-TREATED YELLOW SOUTHERN PINE WITH AtJ 9G OF 0.55.ALUMINUM SHALL BE �'�'' , t S i 'U�� 5'AL�� � � 6083-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND � �:U,(. ., pL,�R,flP,•' �;�:;.� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LFAST.125'THICK AND A36.ALL �,yq�X 925'X.too' �%�iS " �� `��' � � � � ANCHORS INTO METAL SHALL EXTENO AT LEAST 3 SCREW iHREADS BEYOND THE MATERI/�L. MULLION ��;;��UN%l� `'�``� #10 8 Al2 ANCHORS INTO WOOD MAY BE S7EEL,1&B S.S.OR410 S.S. p.LYNW MILLp�2,P.E. • � FL P.EJk58705 •