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TABiE 9A �
<br /> MuManCa ad Tablo IbsfR' ���x F
<br /> OpaningWldih(torverNceliyapam�irqmulfia�s}orOpenMgHetght(krtprimMaty-apamrMgmut�o�} �#� `
<br /> SQ In BU in 70{n 6U In BO M 1U0 M 720 M 1CO In 7901n a� LL
<br /> RacleriyUer TierJ7ManB. fteo�enBUla� TtePRAmp. flecl�guler TaWTA+iW. RenlanpdM� T`eNrMiq. ReclsMMer Tmpfl'd�n0. R+cielqW� T�eW7�IbnB. Reols�utw TrsNr�ien6. Redanputur tFeP7r4mY. Ra Yen9ukr RaWTrfmO� O
<br /> 2z4x.26 Z�+�+O � Lo3rAn0 ����G 1.o+UI+W Loatlln0 ��8�9 �� ���M7 Load�nD 4osdk6 Loedlna �m�0 �B Lnatling loading LnetlMp Laadl� �q'� t�
<br /> A�� � �� � �g � �� � �� � �g � �� � �� � �� � �g � �� � �� � �E � �B � �� � �� � �� � �� � �� °Y �
<br /> �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � � �� �� �� �� �� �� �� �� � ���
<br /> /2M 170.0 620 176tl �36 t70A 7�f4 T7tl.6 �T8 176.0 !EB 17Q.Q 50.'f t70.8 90S fT0.0 bi9 {70.0 iNe i70.0 82t iTO.o 72q t7q.0 621 f70.0 fA� t70.0 62i 170.Q ti25 tTU.0 621 770.0 1603 tm.0 62t (�
<br /> 191n 470.6 T� }70.4 52� t70.0 a60 970.a bM 170.0 982 170.0 930 174.0 7193 110.0 Ue1 174a 1D8 170.0 877 17U.0 Mi7 770.0 BBO 170.0 1700 170.0 eB0 170.0 1099 17tl.0 6B0 1i0.0 2267 170.0 OBtl �
<br /> 50.0261n 170.0 747 170.0 SE3 170.tl EBB 170.0 877 Y�0.0 t00B 170.0 8&1 170.p 1185 110.0 723 Y70.0 1913 170.0 7a7 170.0 1/9� 176.0 788 f70.0 1709 170.Q 768 170.0 2Q62 770.0 i3E 170.0 299t 178.0 756 � d+
<br /> 61(n i70.0 79T tTU.O 872 170.tl 968 tiOA 90t 176.0 tit8 17G.0 7S1 17Q4 11T6 iTOA �1 YN.O 11S{ }70.0 83t tT0.4 t64i RQ.4 868 t7R0 1913 tt0.0 D81 170.Q ?.T37 iTEAO !6/ 1740 2650 i70.0 !bi UJ ��
<br /> BGqf 170.0 886 174,0 70t 1TQ0 10�� f70A T87 770.0 1NU 1TO.0 B7tl 174.0 1�17 170.0 OM 170.0 168� 170,0 BB9 17tl.tl 17T1 174.0 f0�� Y70.0 21Z5 770.0 1099 174�0 4q7B 170.0 7083 16D.B 2880 fl0.0 1063 � �
<br /> B31n 17I1.0 090 170.0 745 170.0 1110 77D.0 95U Y70.0 13v1 170.0 &D 17U.0 19p8 170.0 1016 170,0 tEYJ 170A 7W8 170.0 iB64 tYOA 5124 170A 2291 170.0 1t8Y /88.7 2553 176.0 f1Tt 14d.9 2533 170.tl if7t �
<br /> gggy� BBtn '7T0.0 47+ t76.0 789 i7Q.0 tttl8 170.0 40� 174o t36t tta0 5002 i74.0 1658 R0.4 }�6 /?Q.Q 1763 tt0.0 ttb$ 47Q.0 1918 77ft0 i2to 970.fl YJ38 170.0 iD8 161.9 44�T 174a 1299 7920 2��7 1>O.b 7269 � $ �
<br /> M T!M 170.0 f083 770.0 B79 1711.0 1Y76 17tl.0 1U06 770.0 1�Be 170.0 1128 170.0 17p0 170.0 ♦248 1'70.0 1073 170.0 1915 17tl.0 2126 179.0 1387 �Afi.e 21E1 170A u88 12A.8 2i89 170.0 1640 i0B.1 T78/ 170.0 7670 'p' �� �
<br /> '� 781n 170.0 ita 170.0 037 770,0 799@ i70.0 1q80 ti0.0 161(1 iTU.O 141W 17P.P 17&/ 7'70.0 18YT 785.1 1880 i70.8 iR2Y 118A 7980 f76.4 16�5 125.8 189D ief.8 1648 tUB.t 1984f 15a.0 16� 829 f980 1527 16St � �
<br /> � TBk� 170.0 1151 tt60 %7 47tl.4 l381 170.4 itl5 1704 ibft 1TQ0 t?60 1700 19q2 17Q.0 tJeB Y627 1�! 174,0 1471 93T.�! 1981 489.1 1600 114.5 tE61 U7,8 4fJ8 Otl.2 /Eb1 1�B.E 1i6B 08.8 �eef 137A 7<6A .„rr( �
<br /> OOM 170.0 79P9 170.0 774� f09.i 79BB 75B.D 1278 127.9 Y�B9 138.0 1188 171.0 139E 1Ri.J 1178 BBA 1a98 1�02 778R 80.6 1sY0 10Y.E iNT 7l5 1�gp ee.e 7122 8�.9 1dPE B2.1 1106 66.9 1�Btl 78.9 1088 � � Q N
<br /> 96h 111.1 tY29 181.6 1oB9 1224 it20 177.8 iQ7B f0fi9 tt28 Si1.2 SOBt QZ 1220 9l.4 t0id 61.4 tT29 69.6 t8?p 73.T 1728 @2.� 'N)� 61.i iMe 7Z2 663 82T f229 86.4 4T7 45.1 fYt4 821 �7 Z y
<br /> � �ffi
<br /> �
<br /> t�in iW.6 8T! 1�.6 8'f'! 88.9 Sl1 8Bp 9p2 7<.6 8T! 7T.2 B!9 94.T s71 8l.4 !97 �7.5 9T1 e1,B E18 51.E 071 59.6 815 �3.1 B71 �9.0 788 7t.0 071 M,0 78II 97A B71 OO.B 7�1 � N� �
<br /> 171M 96.4 678 W.] !J2 78.6 B19 01.D eiB 68./ 07G 70.0 B09 e1B BR.B 7& BJ.O B1B 6E,1 7M q7.7 Bi0 61A 774 JB,7 B7D �{,a �58 94.1 O18 i0.2 7�3 28.8 8te 37.1 T32 � x
<br /> 116fn 76.b 7B8 78.8 718 t29 7M E4.d 196 tr�.9 788 6fr.8 895 it.p 789 {q4 8B6 �t.9 7� i4.A @lt 3T.T T� �R8 889 it.5 788 94.Y 959 27.0 7e8 �tA 8M 4�9 T� 25.4 9S1 � 'd' �
<br /> 1Mh �3.7 59B 44.4 604 J9.I E1@ 57.0 �48 91.2 618 31.0 491 27.5 59tl 292 4tl6 29,7 p9B 25.9 �7B 21.0 W8 32.8 47< iB.4 6/B 18.6 �&1 16.8 6M 17.4 d96 13.7 648 15. MB N `
<br /> TABLE 9B Q
<br /> ANCHOR QAPAGITV ADJUSTMENT FORMUTA: �; ��
<br /> N�chorCaPad4yT�tk{bs} /ANCkORC:AP.,,,,,,,., � �'�
<br /> uhat s: 27k Ca¢iale e,ck Cw�e. owCMU FIAoa CMU P W �d t��x IMULLION CAP.,,,,,,,,,,,�-ANCH(N2 CAP.,,,, � � �
<br /> 8ti8'Ekc U4`98 Eka 6n19"Eke ti4'SS Eko ptG SMN Xi2 S1ed d128feel u�fiNts F4RM{ltJk TQ ClHTAM!THE±4NCNOR
<br /> MchorTyps: p/t@'EketdF�on 7H'EicoUtrecan 3tiBEleoi114eron NA'Eko[Niraeon
<br /> HIIChorC,IlpPblteme tmacon AaonOa�« Un�acon pppiac9atm srnw(�serwv�G� smrw(a� CAPACITYRECIUIRED"G4RRESPONOMf3TOAN
<br /> E v���vwe 8nY r atrr r aur aue� r 2.+�2 �^ z-ur r a�ie^ r o.er o.ea b�s�" AGTUAI PRESSURE REQUIftEMENT FOR THE
<br /> EmbeNmenl(Ink 7�314" 1.314" 1.9M' 1-3/A" ? 1-11A" 7-1M i•vr i-tab' i-174" tUP 2 7.N8" tat8" N�*�°�'� OPENIN6,WHEN IT IS IOWER THAN THE MVLL�ON
<br /> 2 �aar ..r sta�+ara r�§, t w n. � x» a5o� aso axi ae44 wa zro�a aao ws s5a roa tqtl Ibs eee Ihs 7te2 �ze Iba a2o mn �a' CAPACITY{FR4M THE TABLE)OF 7HE 5ElEC7ED
<br /> 4 AnCtpfe�2�"MX1,QG./SlMytltd �io.�: �qo k� 74o tbe e3o ros �+ee ros �asa�be wn eeo ros wn ees an rYM1 e�Ns wA es2 q�s eao� afm�e MW,�iON.IT WiLL YIEID A M1NtMt7M ANCFIOR
<br /> e A�onaa�tsr Mrn,o.C.t s� M d�r{Fly.4}: ees�ts u5o 76re as teae ros wn wn �os ros w� 7w M wn Wp wn we I1m �zeo roa teov roe CAPACITY WNICH MAY BE USEO TO qUAIIFY
<br /> t Aimhon�s"Mqt O.C./�2n6 Ar�pla qlpe(FIO.6): i001M 7 be BBfi bs 16801ba 18B616e a 886 M WA le0 M 938 iba e�lbe 2�4 ba 952�se 840 ku tt2o k» A46�7fONAE IIRtCHRR 6PTtONS FF2CNv11�NE
<br /> BAncMro�9"IAIn.O.C.!(P)2z6Anpleplpe(flg.9): 11701ba �1701be 7oTtlllbe 2&101be 20491be 970M tlqORU WA 1140iM 1AOA16e 132016e 95EBbd 87816a 1'2801M 19801be ANCHORCAPACITYTABLE.
<br /> 9 Atwinro @ 1.St"Mhu O.C.7 dip,iMo 1J'AMm.(Flp.Y}: Wq WA NiA NiA NfA WA WA WA iNA WA PXA WA WA WA 0T4 I�fLODUC'C RCV1S4iD
<br /> 9 Amlw�O.dl"Mln p.C.I LLdq.NM 1IE"Alum.(Fl0.8): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 21 Ibe aa complying wiit�ftto F&MidA
<br /> 2AnchMS�2.eB"Nqn.O.C.7FCNP�e.BY: bTOibs &70fDS 3161hs 719�a Ti2� WA 2008» WA 3C86a WA A4oib3 WA 9281GS +I�i� 690ka fliiilAingCodo . �
<br /> 3 Mchoro�1.71'MM1.O.C./F-Cllp(Fq.1p): 8go Ibe 3BO Ibe 3101ba 7BII Ibe BIB 16e 27016e 2801be WA 3BO IEe IBE Ilp MU Ibe 11821bs 9Te lhd A2016s tl901Dt A'L£0pl�� t^
<br /> G ImltoqiRMo
<br /> CikGtED VALUES ARE USEQ!N THE EXAMPlE bN SF�E'f 21.
<br /> D
<br /> FtG1tRE 1: FlGttRE 2. FIGURE 3: FlGUF2E 4: Z�, Mi nda Pio�hiet on Y
<br /> ♦ o 0 0 • o a • • o o • • o o • TABLE NOTES:
<br /> IIIIIII �
<br /> 0 0 0 0 o a o o p o 0 0 • o o • t)9EE$HEET i F4R ItdSTRUCT�6NS CNd USING THE TAEtLES AMP St�ET 22 FOR MFORMA'f10N IXd LQADtNG.SEE SHEETS 2-4 FOR t11 .(L MI �ri
<br /> GENERALINSTPd.LATIONMETHOpS. `� O�.••' "'•• lIF �i
<br /> O o o ! O fl o q • a a • s o a • ` ��'2` y1�,ENS� ' '1� ;.
<br /> FICiURE 5: FIGURE�: 2)UN�AR INTERPOLATION 6ETWEEN MULL LENGTHS AN4JOit CIPENING WIDTMS IS ALL(7WABLE. � 4',' �'•,��
<br /> � w � • r 250"- n.00tl" �.h'• No.S87q5 . �
<br /> 3)MULLION AND MULt.ION CI.IPS SFIOWfY ARE NOT TO SCALE.FOR EXAC7 DIMENSION3,$EE SHEE7S 78-20.ALL MULLK?N CLIPS MAY -
<br /> • • • t BE FAG70fiY N1NCHfNEQ APtU CONTAIN UHUSEQ HOlES.tfiQLE3 MAY BE ORIILED IN TF�FELD FOl.LQW ING DIMENSION3 SHOWN ON * . LL'";
<br /> • • SWEE73 18-20. "-O.', � �I 3° �{ �-
<br /> ',� . S��'.lt!�
<br /> FIGURE 7• FIGWRE 8: FIGURE A: FIGURE 10: qp�q�E CLIP 4)SU65TRATES:CONCRETE SHALL CONFORM TO AC1301 SPEC1flGAT�ONS.ifOLLOW AND Gi20U7-Ffl.LEO CONCRETE BLOqt llN1T �i�.t� '•.,x�,ORtpT'��C??`
<br /> o• s� o e • o o • {Ft(SURES S&8) {CMU}SHAII CQNFORM TQ ASTM GBp.WGOD SHALL BE pRESSURE-7REATED YEILOW 301I7HERN PINE WITH AN SG OF 0.85. ''i�(C ' ""' Ca';
<br /> •o • o 0 0 0 0 • MU$T BE USEp AtUM�NUM 8HA4L BE Bd83•T6 AND 86 A MINIMUM OF t25'THIGK.STEEI STUOS TCt�A MRdIMUM 4RAdE 33 ANR A45'THK�C{19 2"X 9•X.25"ARlL610N /t SS f Q(y��,��`
<br /> tP!PAIRS. OAUOEJ.STRUCTURAI.STEEL TO BE AT LEAST 125'THICK ANp A38.ALL ANCHORS INTp METAL SFWLL EXTEND AT LEAST 3$CREW A.LYtSN IUILL�R,p,E.
<br /> o. .• e o ♦ o o • THREA05 BEYOND THE MATERIAI.
<br /> F�P.E.#58705
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