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DP� x ___-_�--�'-• ANGHOR CAP.«, TABLE7B {lnehwCe acl TabM be H�� p�� pTWooe Mele� t � �MULLIONCAP•„r,,...�,.. �i�e 27K�ororete 3.5k(�7. �/0'sseko�tcEiea tn'ssEko atOSi¢N �tZs[e� ��Sy� �E7HISFqRMULATQOBTAINTHE°ANCHdR sne�Eko y58.E��arr 174'Eko Utrocas A�� Unmcon AymaGs+cr Samv{Gst screw{s53 �'�"'��' CqpACI1Y R£QUIRED'CORRESPONDINC�70 AP1 panvrypc 311PEkoUllmca� V4•Ebnuihecm Ulracan Zi� � 2,y�, 2, �l�. Y o.dg^ 0.5�• 03ZT A�y�PRFSSUREREQUIREMENTFQRTNE � AocborG9pPsttema z-t2' ��t�' �^ ��' ��' �� ��l�z �• �t�. t• OPBJING.WHEN IT IS LOWER THAN THE MULLI EmbeOmtlii Im iar+� s-arr s-aw' s-x�' r sara- �-vr �.��• t•174• f.��• �•1f4• r CAPACITY(FROM THE TABtE}OF THE SELfiC7EA �''`�b' �� N,t7Lt�4N.iT Wt�t YtEi.D A MiNIb1UM ANCHaR zruwnme@c�sMu+.o.aisea,aaa«onsetcuy�q.�azz s�o� aoouxi 4wu,. eaoi� +aa+e�s zmros zeoiu, �sams �eoaa 3rw'°° wn �Wn ��+� n�`� �b' �qpAGiTYWHIGHMAYBEU5EDTOQUAUPY 4A��+s��-�3'Mho.C./s�sr�aaQSaOEnellCliP(Fq.3}: .700b 7°°ro' �� o�b8 B�� w�` �� a �� wA �'� �A �� ADDITIONALANCHOROPTiONSFROMTHE Bp�p��L75•M1n.O.C./SNMa�d(arQHsaqCWIF4.�y �'� t400t6s �A w� wA �A �� A �A J.�JCHORCAPACttYT.ABLE. PRppUMRSViSEsD wp NIA t�� nseemspiymg v{ihdmFlCeidt 11707he i1701D� 1020ibs 7.H��s ?�91be B10As MOIM WA �ti�lbs ti?21bs 1320� 283&1Ds ttl�� 13271Ds 1BBQ�Ds �Anc�nts�TM19nO.C.1R)2c5NqiaCSNjiFq.S}: tiA� 7801As e001Da 1580l6s 789bRn 57010.s 56DIb9 WA 760qp 7de164 BEO�W 1092�bf 86216� SBSIW BA�+aM«�3��OA.fRl2c5AM1eCliM�4Fl0.e} �� A Ntp N+A NtA �A dD10s WA 3i11bs d4Zibe 550Sbs AulldineCnde ` 4Arr1wm�0./5'Mv�.O.C./UQiO.�lo�1T5'MrtA.IFl0•71: IUA WA wA w� wA �p �2SOs 885tDs 1720tl� � 1.OBY � � 5.000" r Ac«pimceNo1�D"07i��'.�� 2Mchas�Y.ZSMin.O.C7FCIipt�6�gi: 350M 35CNs �6s 7a5ms 4781bs NfA 2801bs WA 91514s WA ��.! 4Aaehds�t.t5'Mtr�.Q.ClF27WiFq-9!" 480Ws 7DOPoa IUA WA tUA WA 90u1W Wa WA WA _ p�' Uate NOTE:FOR 7HE QFFSE7 CLIP,USE TWE SAME ANCHOR PATfERN AND ANCH4R VALUES AS THE STANDARO Cl1P ��ji�'pudo►roducl �- TABlE N07ES ti��t�'� PIGURE 8: FIGURE 6: ��SHEET 7 FOR INS7RUC710NS ON USING TNE TABLES AND SHEET 28 FdR SNFORMATtOt3 \1�ti ��yYNU t�Jj��i� FIGURE 1: FIGURE 2: FIGURE 3: FiGURE 4: * ON LOADING.SEE SHEETS 2-4 FOR GENERAt WSTAtLATtON METMpQg. ��j+�.�4`�FSdS��''F�" �� � • • • � � • • � � � 2��NEAR�NTEFypOLpTIONBEfWEENMUI.LLENGTHSANDlDROPENINGWIDTHSiSAtL6WAeLE ti q: '•, +t ` A.GOQ, _ � Na.5U7Q5 ^. • �, � • • � � • � • � HEETS 21-23 HOLESTO BE DRISLED IN TkIH F1ELD OL OWING DIMENS ONA RESTRICT(ON3 A.O(YD' _ „;� .'.�`M SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED�tri'pR�x�MATE H4tE l4CATiONS. !� , FIGURE7: :'j� ' �f,D.O� . `j`� Fi�URE5: FlGURE E A}SUBSTRATES:GONCRESB SHA41�CQNFORM TO AC1301 SPECIFICA710NS.HOLLOW AND �t�� r�,��` ��C� � � � � � GROUT-FILIED CONGRETE BLQCK UNIT(CMU�SHALL C6NfOflM TO PSTM 4�Q•t�OD StiAtt.BE a75. �7g /i/,S`�n..' . �`\`` PRESSURE-TREATEDYELI.OWS6UTFiERNPiwEWiTHA�SGOF0.55.A�UMINUMSHAiL9E // �!{j'��',�' 1`` � � * • fi06&Tb M"D SE A MiNiMUM Of 725°THIGK STEEL 57UDS TO 9E A MINIMUM GRADE 33 M1D.OAY �.x q•X.375'� r i � • THICK(78 GAUGE6 STRUCTURAL STEEL 70 BE AT LEA8T.125'TN�CH AND A36.AU.ANCNORS �.X4"X.375"� A.L{'F�1N MIL.L�F�.P.E. � � R•-MUtLION MUIttON Fl.P.E#58705 � INTOMETAL3HALLEXTENDATLEASL 1&SS£S OR4 OSSBEYOHO7NEMATERIAi.#70&N12 ANGIE CtiP{Ft�URES S&fij MUST 0E U&ED 1N PAIRS. p,{.7CFiORS SNT6 WQOD MA.Y BE ST �