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<br /> f21n 170.0 C2p I70D 4a5 170.D tL{ 1TOA 478 170.0 8fig t7p.0 508 f7'0.0 892 17A0 SiB f79.0 1N6 170.0 62i 770A 12d0 1'/0.0 621 1�&1 1J01 17DD 52! 12T.6 t�A! 170.� 52f �1� �� �Q �� m
<br /> 181n 170.0 70E 170D 62� 770.0 870 1TO.0 bg1 470.0 8g2 170.0 83p f70.0 1533 i70.0 s61 15t.8 1139 170.0 B/7 130.6 7139 Y70.6 8B0 11J.9 1139 170.0 6BC 87.8 H33 17p.0 6Bp ESA H39 77Q0 6g0 z �h� �
<br /> 60A76in 1140 7�'! 170.0 583 170.0 Q9B 170.0 031 797.8 7072 t70D 6gf l4sA tW9 l70.0 7,Gy f�¢6 1632 170.8 7i7 11T.i t0]2 17a0 7:B 979 10� 170.0 756 87.8 iW2 TI0.0 73C 7JA 10.t2 170.0 75g O
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<br /> 6�In f7Q0 797 1T0.0 812 IB1.J 007 1T0.0 BBI 1382 gp7 1Q�.7 7J0 12Q.8 8q7 1525 T2(! Y07.6 967 1�5.0 714 86.8 967 U1.1 710 B0.8 9W i[QO 7p9
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<br /> In 141.1 T35 131.d 6YJ I17.6 735 t70.� 811 100.g 736 118.0 6➢4 Bi2 7a5 106,2 b� 78.4 735 94.b d03 70.5 785 9S.T' B7E 5E.8 73S 81.8 574 b0.1 7]d 91.8 b74 /4.1 735 9l.8 67/ � �� �
<br /> 63(n 7RtS 868 7�OA d70 t0i9 888 6A.1 907 1JO.o 704 80.6 81lT f40.0 7p9 (L `��
<br /> g 111.5 SS7 87.0 68E 87.9 5f7 76.2 668 80.! 639 E7.7 668 � M CF/"'•l
<br /> Gb fi6tn SO6.0 607 1124 St2 BE.1 607 88.1 517 73.7 B07 85.0 SOt fid2 607 T7.! I93 589 60T 7�f.S 4B8 63.0 867 678 �� SOp 8N 83.4 � 37.8 0JT 827 4T4 73.1 807 92.T 4T/ � J
<br /> .°� 72N ei.8 370 dS.B 44� 6p.0 510 73.0 139 d8.3 tU 6a.J 48 51.o S10 67.9 118 �5.4 stD 57.3 �73 �P.B St0 yp.p �� �.7 6°8 �aa 63f 78.1 666 75.g p;f
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<br /> 1+{D 5!p 15A .(0'1 2p1 5I0 �1.1 89g TS.S 310 /d,7 �gg
<br /> 78N 6t2 435 67A 391 4t.6 135 66.8 3I3 i5.8 <3S 18A �66 fP.t iJi 4{.T 760 �5.T 415 10.0 �.56 dt.l �39 3&1 357 28.8 !35 1{.4 34{ 72.8 433 3Z8 3{7 Z0./ i33 322 740 �o � ��
<br /> B9p1 {7.8 SY! i3.t 280 3{.8 3t7 88.4 285 pY.9 3Z] 31A 7AR 26'.t d27 2C.5 Z/5 212 3Y7 35.7 271 20.8 aT! 27.7 2£�8 t7.4 aT! 4l.0 i'83 f!A 327 19.3 y6g � j� � •z
<br /> �G�n 31.1 287 �6.4 267 �.7 �7 29.8 252 24.0 287 49A 2t8 Yt.S �7 23.1 II/ 1&t 287 � e�-.
<br /> 10B4e 24.7 717 24.7 2l>5 2Q.2 227 2p.6 Ypy 7�3 71T 16.0 f96 1$.1 227 1&6 7ry5 �.9 ��0 17.2 707 18.5 237 1�./ 287 7B.$ �32 � y� "Q � p
<br /> 1111n 2:.3 2f6 72.7 19} 18S �1S 1B.! fAt 15.8 2t5 tB.6 f88 � ~ � N '��'
<br /> 120tn 71.6 !81 17.8 1B7 (n x� �C3$�
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<br /> TABLE 38 � N � �
<br /> Arte�orCa ac 7ab}e Ibe ti x
<br /> Sutsvets 27K��e ANCHORCqpp��yAdJUBTMENTFORMULA; a 2`" Z �O p
<br /> 9.StCaw. HaYawCMU �
<br /> AnchorCllpPatterne ��rvva, 3��sekaiao-aw„ uremouttmcm &tB�Eko �acaCatu rrwae ��� (ppa3x�ANCHo,__qppp��__1 �� � ���a
<br /> {Agq�� yt9'FkoUlltaCon tµ'FJ�y��y� Vi'S3Ek0 bJiB'Etca 17i'SSEfca diOSlee1 a118tee1 df2sfed u MUiUONCAP.,�,,,,�/ �C�RCAP.,�,
<br /> Edpop(Stance�ny �- y.�n- �• Za�y 3,tIB• �� A�a� �°� Awretietor Screw(GS)Satew{GS) Sae�pf(3s) USETMlSFQftMULqTOOB7AWT!-!E AFlCHOR �
<br /> �auSh} ta�a' �.3��• iaM• taf4' 2a2� 1° 2q�r 2� 3-}!g+ r o.4a` 0.5a" o.�za• CAPACtI'1'REOUIRED'CORt2ESPONLI�NG70AN v5 "��^�
<br /> IAsuKt+as@�.75hTn.O.Q18t+xMdda4RsetpWffW.ij 390�s SBOtbs 15069 880�R5 784A�3 T/OJDe 2BOIbs 351Ws 740lxi 9l'41be 6841bs 84SPo¢
<br /> i�M1om�LiCMtM18.C./8mndyEtorO�etlCYDffip.21 4HOIDs ]00@g WA HrA �A ��N• 1-t�' t.774' tAIT i' 13/8� 1JlB' wrks ACTUALPRESSURE!?E(7U
<br /> � 4AncMta��•h9a0.c.1{2)ZitSqrpfepya! +vA aeGtW wA 34f1bc 4a2tts sepiys OPED71NG,4YF{ENITiSlOW'�MENT�OEMULUON
<br /> 2ArohaaQ0.15'MM.4.C.7ttqk�6rto.12YAhm,iFly.4j; 7�Rw 7NA �A �WA �g��, 5768s 5601M WA wA �A wA '`b� 6EZ@s BBSms 11zoPos GIPACRY{FROMTHETJIBLE)OFTHESELECI'ED
<br /> �� ���� ��� 18H21� �2W 9e5lta tSmwc MULLION.ITWlLLYIELDRlAWIMUMRNCNpR
<br /> 1N+chorlF-CI�PF0.5} tesms �esms a��ms 445Pos aze�e fasuxi r�a�ea f�m. aams �e�tos 332@B 4rams ttoms ai�� zeows 1�DOITtONALANCHOROP7'IONSFRQM7HE
<br /> zancnaa t7YMIn.O.CfFCilPiib.Oj: 240@s awa�, �n Wa �A H'A wn wa N!A r�sws CAPACI'tYWNiCHMAYBEUSED7t7QUALiFY
<br /> P1�TE:FOR THE pFFSET CtIP,USE THE SAME ANCHOft PATTERN AND ANCNOR VALUES AS 7HE S7ANpA}2Q�p WA WA �A wA
<br /> WA aqt roa 452tw aeotx ANL�fOft CAPACtTY TA8lE.
<br /> �CIRCLEp VAlUES ARE U3E0 IN 7HE ESFhMp(,E ON SHEET 24,
<br /> FIGURE 1: ftGURE 2: '
<br /> PR(KIt1Cf R6VISED
<br /> uv complyin�with 16p Fipi�h�
<br /> � � • i 7A8LENp7ES: Duiltling,(Lde
<br /> � Acap�aauca r+o 1$'O x.i$
<br /> , � !)3EE 8HEET S FOR fNSTRUCTtONS ON USMC,THE TAB��g pNp gH�25 POR tNFORMATION ON LOADING. � 1��� � ��iration Qett •�t
<br /> SEE SHEETS 2-4 FOR GENEi3pL�NSTAL.L/�TION METHODS, py
<br /> FIGURE 3: 2)LiRlEAR IN7ERPOt.ATiOM BEiWEEry Mtitt L6NGTH5 AND1pR OPENING WlO7HS!S AIyOWABLE. � � ` ���a�� �
<br /> � � � • 3)MULlION AND MULlIDN CLIPS SHOWN ARE NOT TO SCALE.FOR EitltCT DIMENSIONS,SEE SHEEiS 21-23. 2.760• `\.,�'`����N f lYhh�1�����i����
<br /> HO�ES 70 BEDRILLED tN THE F1ELp FpLLpWING DIMENSIONAL RES7RICTlONSSHDWN QN SHEE7527-23.
<br /> ANGLE GLIp MUS79E USED IN PAIRS. -'�-- ��GUFtES SHOW SUGGE3TE0,APARpXIMATE HOLE L4CATIOf�,S, `Q,��• �tC.ENS�.''�fi,1n :r
<br /> �FIGURE4; F14URE 5: 4)Si10S7RA7ES:CONCpEIE SHAI1,CONFORM TO AC1301 SPEClFlGqT10N5.HOLCOW/WD GR011T-FiL1.Ep � �'�' Tlo.,�'i37G5 '�{ '
<br /> � fi16URE 6: GONCRETB BLOCK UNR(GMU)SHqi.�CpNFORM TO AS'fM G90.WpOD SHAt.t BE PRESSt�.7qEqTED //,�� -
<br /> � YEi.L6W SOUTHERN P1NE WITH AN g0 OF 0.55.ALUMlNUM SHALL 6E 6p63T5 AND BE A MINlMUM OF 725' 3�6� �`"` � N
<br /> � S � 7HIGK.STEEL STI�S TO BE A MINIMUM GRA4E 33 AND.p4S THlCK(18 GA(1GE).STRUCTURAL STEEI TO BE AT ��"�+ ,� ��
<br /> �� LEAS7 t25'"7HICK AND A38.Alt ANCHORS INTO METAI.SHALI EXTEND AT LEAST 3 SCREW THREADS @EYOlJD � %,C�,'. S I, - F ; ���
<br /> -� TNE MfiTER�AL#10&$72 pryq{pRg��TO W�QD MqY BE S7EEL,18-e S,g,OR 410 S.S. ��X 2•T5`X.37s-MUL�tON .
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