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<br /> TABLE 3A - � LL- --- -- - �IC 4 -
<br /> Mul!lopCepattty7able tbslft� ��� "
<br /> OpaMngiMdth(tarwr6fa71y-spamtngmt6lons)orOpontngtteight{lorhodwntaily-spamirx3mzi�a�s} 4'��+ �
<br /> 5pN CAIn 701n BUIn BOIn t001n 1201n 1�OIn 180N p
<br /> R¢eletgUar 'iYep'➢ia�8. ReGa�/ar T�aplTlerg. Reclanpiiar lFop�7Mmq. RerAe�pular Tm{fIT'Aea& Rectet�gi8ar T6pliAeng. RECWngJv 'h�YfAeig. flectrng�Am heplMeiy. RecfangWor Treplfdi�. Rectm�gnler heplTdang' p4� �
<br /> 1]t2.7EX toa�nP ���H taadnc L.oadn9 LoaG5�9 Loa4�qt toa6� toa6ng CoaJNg Loaiap loaa�q toadFt9 tna�reU tnadnH cmartg tuaunA Loa�Anp Laacfng Qy, � �
<br /> .316 Atum. �
<br /> Tubo '� �.. � �.. � �.. � r '� �'.. �� '�.. � �.. • �.. �.` a... a� �.. � � & '�., "
<br /> MWIIon � �� � �� � �� � �� � �� � �� � �� � �� � �E � �� � �� � �$ � 8� � �$ � �� � �� � �� � �� am
<br /> sp �� � � g fi� S � � .�� � � hg &i ,�� �� s s � � � �� �� s €� ,� � � � � �c-
<br /> �� �� �� �� �� �� �� �� �� �� Y� �� 5� �� �� �� ��. �� �� �� �� �� �� �� �� �� �� �� �� �a �� �� �� �� �� �� o N � �
<br /> d21n 170.0 B27 17Q0 �35 170.0 7F4 170.0 N6 170,0 C6tl 770.0 508 170A 692 170.0 61B 170,tl 1116 1T0.0 621 17tl.0 12/0 170.0 521 U&7 1Jot 170.0 621 727.8 iJ01 170.0 621 111.5 1301 170.0 621 J
<br /> {g(n TloA 748 17a4 STt S7Ua Bitl 174.0 584 574.4 832 t70R 839 170.0 ii33 776.0 fifii t5f.9 H34 f70.Q 877 ta$.6 H34 f70.4 880 ft39 it39 170.0 6B0 97.6 7t54 170A 6@Q 85A tf39 170.0 C8o � _
<br /> 30.8251n 170.0 7�7 176.0 5W 170.0 L98 170.0 831 78Z8 1032 t7¢0 68i i{8.8 1032 S7Q,6 723 13D.5 t032 4T6A 7i7 HLt 103Z 110A 759 &79 tD32 170.0 7i8 a3.9 t032 t78A T59 73.2 1632 470.� 758 � �g �
<br /> 611n 170.0 787 170.0 E12 1E1.3 80T 17D.0 691 1�dII 907 184.7 730 120.4 907 5625 720 107.5 B07 415.0 714 66.6 807 1/1.1 7f0 60.8 907 1/0.0 709 fi8.t 607 f40.0 TM 60.6 BO7 110.0 709 m O a
<br /> M
<br /> 86in 1<t.t 735 fbt.6 525 H7.8 735 430.3 8ft i09.e 734 11d0 689 88.2 7S5 t08.2 680 18A 735 �.6 683 7q.6 7J5 9it 578 58.8 735 OI.B 67� 60A TJS BiA 874 I4.1 73S B1A 67� � � J
<br /> B91n 121.9 869 13Q.9 670 101.8 668 tii.6 66) 97.0 66H 88.9 547 T8.2 668 eU.t 478 07.7 8B8 83.8 d3t i'i0.9 668 78.8 626 50.8 SS6 7d.8 62f a3.d 668 1�a6 62! 39.1 666 75.6 b2i � � J
<br /> U �
<br /> � 66h 109.0 607 112� 732 BE? WT 86.1 511 76.7 &07 BS.O 501 68.2 607 77.1 �B] S&9 6Q7 71S �BB GW.O 80'7 87.8 4B1 li2 001 p.1 �70 77.8 607 827 4]4 ]].1 807 82.7 474 Z a� my �
<br /> 721n 81.8 510 8i8 fi3 68.6 MO 73.0 454 38.3 10 G4.] �28 5/.0 dW 57.9 418 15.4 5f0 33] 41� 40.9 510 SOA �OQ 74.0 S1D �5.9 �02 2Y2 5fU �4.4 094 25.5 510 M.e 898 � U7�`� � :��
<br /> � 78tr� 69.� i58 T1.5 i0U 67.8 d56 81.T 382 i9.8 f58 5+.f 385 �'S.� 595 f4A '376 #0,6 f59 14.5 373 3t.T 458 41.8 365 288 158 37.7 8G2 2i.$ 458 39.0 355 2t.7 45b 33.7 358 � _t� �Z
<br /> � 78In 6i2 4]5 6J.0 381 63.6 456 66.8 873 �5.9 ISS 19.8 566 J0.7 135 �4.7 760 35.7 �JS �D.9 755 82.1 �3 3U.1 351 2GB 43S 54.4 814 a.9 �.19 3P.8 71A 20.1 435 �.2 340 F � � �
<br /> P6M Af.B 327 N.i 26Q 74.D J27 JtiA 285 2D.9 327 S1.B 280 26.1 327 28.1 276 2�2 �7f 25.7 271 20.8 3t7 2J.7 2bD 17.4 3T7 21A 262 f1.9 �27 f0.] 268 a c��y �
<br /> 96in 3i.t 287 SS.A 2dT 28.7 287 29.8 26x 23_8 28T 28.0 2ie 21b 287 23.1 2<a 19.1 987 20.9 21D 17.2 �7 19.3 237 11.i ?8T 789 232 � M oZ�p��
<br /> 1061n 2{.2 727 247 208 20.2 727 40.8 201 ti3 227 iB.O 198 76.1 727 18.0 185 (q �'�
<br /> titln Z1.7 215 ?1.7 184 1e.5 2f6 18.1 181 15A 215 fes 48B r""
<br /> t2din f7.6 tS{ t7.8 t8?
<br /> Y Y
<br /> TABLE 3B ANCHOR CAPACITY ADJUSTMEN7 FORkfU4A: U � ¢ � O
<br /> a z cn cn
<br /> AnchwCa actt 7able Ihe a� mt7�.O
<br /> ANCHOR CAP.,,,,,,,,� �
<br /> sa6stteta 27NCaiereSe S.bkCam. HatlwrcAttt FineRCMU PiWnat Metat (Rp,�,}X{ }=ANCFiORG1P.,,�, � � �CY.>Q'
<br /> SnaEko w�ssEka 51te'E1aa it4^ssetco atOstee� si2steel at23ted MULLEONCAP.,m„�,m, e � � o-�a-�
<br /> pnchorCllpPaHeme A"u'aryp°: ��cEbauitracon v+•�kouiaacm 7/18'EkoUWucon iH•�icouwecm
<br /> �nuewn Aocmcm« unr��o� Aporeoata Stttw(G57 Sc�v(G5) scrow(cs) USE THIS FORMULA 70 OBTAIN 7HE•ANCHOR
<br /> Eaouds�en�epn�: 1� 2-trr r 2-trr �ue- r zfl2^ r s-trr 7 3-0IB' r o.4e• d.5�� a.aza• CAPACITYREQUIRED"CORRESPONDING70AN
<br /> emcecmemRny: ra�• f-aM� i-ve• �ar�• T t-ua� f47a• fara• 7-v4" t-v+' t-ua• r sare� tara- ,,enee ACTUALpRESSUREREqU1REMENTFORTHE
<br /> 2ArcimBt?475'Mn.P.0./8tjndardotORsstClla(Flp-ty: 3DDWs 3a01Cs aSDie.a 8fr6I65 184S�s Z70ms 29QIOa SSilbs 74aGu 37dlbs 88#ths 048tixi 3d5bbn 412ios 3Sbihv OPENiNC�.Yi+HENITlSLOWER7!'IAFtTHEtv1I1LLI4D2
<br /> 4McAas�l.iCMIn.0.0.lSteMxE(orOcseqCip�Fq,2R 480@s 7001W wA N/A N!A WA 3BOIW WA wA Wn WA !llA 6821W B851ns 1r20Ws CAPACITV(FROMTNETABLS)aFTHESELECTED
<br /> AMstqte�3'MIn.O.C./(2�2c5AnpleGWs/lFp.7)' 7b�9Fs 7aoros eaoma 15eo1� 1Bseros 610�a SGOIba WA 76oIDe �betos eeoins teazios 9ezxxi 9esi� tt2oro� MIJLLION.ITWILLYIEIDAMINIMUMANCHOR
<br /> 2 Anchas g OAS Min,6.6.f Vqp,tnto.t2b•Akrm.SFlP.A}: WA WA WA WA NJA WA WA WA WA WA WA WA WA NIA 715 ms CAPACITY WHICH MAY BE USEp TO�UALIFY
<br /> tArcAurlFLCp(Fip.Sy: t$523 19S@9 225�s i95Au OYC@s 1SStMa 1dRltq 1T7tha 376t6s te7i6s 332@s 4t30s 174tGs 2211� 2&Y0S ADD[T[ONALANCHOROPTIONSFRflM7#�E
<br /> 2NwMr6�1.15'61N,O,CJFLLpRp.0): 240@a 3501b5 WA WA WA WA i90fb5 WA NrA WA WA WA �itiba 4127M d80Pos ANCH�RCRPACITYTASLE.
<br /> NOTE:FOR THE OFFSET CLIP,USE 7HE SAME ANCHOR PATTERN AND ANCHQR VALUES AS THE STANDARD CLIP. r"`1 CIRCLED VAWES N2E USED IN TNE EXAMPL�ON SHEET 24. reOnuCf REwSED
<br /> �..J
<br /> az compiyin�{wiU�tbn EICKi�
<br /> $uil6ctgCoOe
<br /> FIGURE 1: FIGUftE 2: Acceptwx No�6��,�$'�'
<br /> TABLENOTES: L'xpiratronDam ��jy2Q,�f,,�
<br /> � � � A � 1.000' I-
<br /> . � S}3EE SfiEE71�4R IN3TRUCTIONS Oh!US{NG THE l'ASLES APlD SHFET 25�OR INFORMA'f'tQN ON�pA1TtNG. �
<br /> SEE SHEETS 2-d FOR GENERAL INSTAlLAT10N METHOD5. 4] ii ck t�mduct CbnkOt
<br /> ma
<br /> 2)LINEAR INT6RPOLATION BETVJEEN MULL LENGTHS AND10R OPENING WIDTHS ISALLOWABLE. ���, ��/�
<br /> FlOURES: `\��t�t�( I.YI�N 21/r '/i�
<br /> 3)MULLION AN6 MULLtON CLtPS SHOWN ARE NOT TO SC�l1.E.EOR EXACTDtMENSIONS,SEE SHEET521-23. 2•75Q� � a"t� �,tGENS�-' �Ff� ��,
<br /> � � + � HOLES TO BE DRILLED IN THE FIElO FOLLOWING DIMENSIONAI RES7ftICTIONS SHOWN ON SHEETS 21-23. � �•' �
<br /> FIGURESSHOWSUGGE57EO,APPROXIMATEHOLELOCA710NS. �• .�� '
<br /> Mo.�G705
<br /> ANGLE CIiP MllS7 8E U3ED IN PAIRS. d}SllBSTRATE5:COFlCRETE SHAR.t CONF4RM T6 ACS 301 SPECIFtCATtONS.HOLLOW AND t9ft4UT-F1�CE4 • J��[^, . =
<br /> CONCRETE BIOCK UNIT(CMU)SHALL CONFORM TO AS7M G80.WOOD SHALL BE PRESSURE•TREA7ED - '�75� ''6 "" Q �b �.-
<br /> FIGURE4: FIGURES: FIGURE6: , /.r --
<br /> ��77--��-rr- �ln--n-� YELLOW SOUTHERN PINE Wlhl AN 5G OF 0.55.ALUMINUM SHALL 9�806&T5 AND BEAMINIMUM OF.125' � ;,J-� . �j,U�r ,• w!�
<br /> � (� i� . � i �+, TH1GK STEEL STUflS TO BE A MlNIMUM GRADE 33 AND.p45'TNICK(t8 GAUGE).STRUCTURAL S7EEI.70 BE AT �^X 275'X.3T5 MU�LtON ��'r •. r p. � ��'
<br /> L E A S T 1 2 5"7}i I C H A N D A 3 6.A U.A N C H 4 R S IN T O M E 7 A L S H A I L E X T E N D A T L&1 S T 3 S C R E W T H R E A D S B E Y O N D � � L��tp.• {j��
<br /> � �� �� � � � '� THE MATER�AI.$10 8#12 ANCHORS INTO W QOD MAY BE STEEL,18-6 S.S.OR 410 S.S. ���r��j���,����1\��
<br /> 1 L..1 L-.�I r.� Y 4BR�P.E.
<br /> FL 58705
<br />
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