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<br /> TABLE 14B At1CHORCAPAGtTYADJUS7MENTFORMUTA: ��� � �tlC��
<br /> An¢horCapadtyTiWepba) fffAA7CHORCAR.,,a,,,� � o ��'
<br /> SlRblrale 2.7kfA�cmte 3.6kCarc. HtlqwCMU FIIIeUCMU PTWaaq Md� (pP,,,)X{ `)=ANCHpRCAP.,�,
<br /> 6HCEIm V4'63E1Ca fif16Ek0 1f4SSEItO M106teN M12Slcel N12StEi1 �MULLIONCAP.,,,,.,,,,
<br /> MehorCOpP�ttem� ''"`^Pr�,e y�cdcoumam vcocaurtracon 311�EIcoUAfacm va�ekounmcon � � i� USETHISFORMULATOOBTAINTHE'ANCHOR
<br /> Uiuecon A�e[3altu Ulltacm A�reG�a Screw G6)ScreM G� sttar a
<br /> E otxa�ce��g t' z-vr T z-v2 s�ae' T 2v2 t' 2-U7 2 �u8'. 2 0.48' O.:.s' b.��' GAPACVTYREQU{RED"CflRRESPt}NDINGTOPSJ
<br /> Emeconmt n tar4� f�rr tara• tarr z t•va• 1•vq• y-va• t-vc t-itr t-vd• 2 tara' t�a va�es ACTUALPHESSUREREQUtREMENTF4RTtiE
<br /> 2AncIn�4�/.79MIrtO.C.151aMmfafOKelC1{f(flplk �� �� ��� �� ��� z7oro.+ aeoma a5.�ue ��o�us nams ssavs sfe� 3r��as aai� 55o�s OPENING,WHENITISLOWERTHAN7HEMULLION
<br /> 4A1YM[9@'tt.t5'Mtrt4.C.IS1aiUaN(a0f6e1)Up(flg2} aeartn �oows xia wa NIA wn aaoms Hin xw r+�a wn wa cazia+ sesms ++2oWs CAPACITY(FROMTHE7A0LE�OFTHESELECTED
<br /> aa�hws@sMm.o.c.t�rja�saro��%ft�ba7 7aows 7mms srotos �5m� twsfos xoms :,�v� x,x 7sotrs rasms e�tx tsazms ss2�s eai�ns tt20ms MULLtON.lTWIL�Y3ELDAMlNIMUMANCNOR
<br /> 3Arcros�QSt�Mtn.O.C./U�Cip.Nto.iDPNum.(t7qaT NiA �'A Hu� WA NtA H�A WA Nt4 N1A Nnt NtA WA'"� Nul x7h �� CAPACC1l'WHIGHMAYBEUSEDTOOUAIIFY
<br /> ��rcror�Fcap�7asZ �esma +osau m�s aasws anwa iasins tanta +nws 3rous �e�ms auta nsBs nams :rnic� 7&oua ADDITIONALANCHOROPTIONSFROM7HE
<br /> 2Anetqrs�7.7.,^MInO.CJFL (Rp6y 7dOPas 9�6is H!A WA N1A NfA 194Ra N4i WA H/A WA WA 3S1M5 4d2Ab OKUIic ANCHORCnPACITYiABLE, eRO�UCT���SEU
<br /> �u wmplyine wiih Wc Flacida
<br /> k;�aainscoa� l�.ta2.1$.b
<br /> FIGURE1: FIGURE2: �,�p" Rx imlionAwc �`j�
<br /> TABLE NO7ES: �
<br /> � � � �
<br /> . . 1}S£E SHEET S FOR lNSTRU{:CEONS ON llSSN6 TME SABLES ANO StiEET25 FOR INFORNY+TtON Mf "y}pde Ptoduet
<br /> ON IQADING SEB SHEETS 2-4 FOR OENERAL AISTALLATtON METHOpS.
<br /> �}t���tl!
<br /> 2)LINEAR INTERPOIATION BETWEEN MULL LENGTHS AN�IOR OPENINO WIDTNS IS ALLOWABLE. ��� �\��„ „%�7/( ��i,
<br /> Fi6URE3: `���'� �tGGNS�r. C�n r
<br /> �G�� 3}MUIUON AND MULl.tON CLSPS SHOWN ARE NOT TO SGACE.FOR EXAACT DIMENSSON3,SEE 3350' J
<br /> x
<br /> CLIP MUST S H E E T S 2 1-2 3.H Q L E S T O B E D R I L L E D I N T H E F I E L D F OLL O W INO DIMENSIONAL RESTRICTi0N5 _
<br /> � � � � BE U3ED SHOWN ON SHEETS 21-23.FIOURES SHOW SUGGESTED,ApPROXIMATE HOLE LOCATIONS. �10.5ki�l��� _
<br /> IH PAIRS. d}SUBSTRATES:CONGRETE SHALL COtdFORM TO AGt 3QS SPEqFlCAT10NS.HOLLQW AND •�' �� ���
<br /> FIGURE 4: FIGURE 5: FI6URE 6: GROU7•FILLED GONCRETE 9LOCK UNIT(CMU)SHAIL CONFORM TO ASTM G90.WOODSHALL gyq. .�'�u � � ; �'�1"
<br /> BE PPESSURE-TREATED YEILOW SOUTHERN PINE WITH AN SG OF Q.88.ALUMWUM SHALI BE _1 ;�U�,, �HT`�� :',`s:�
<br /> � + 8D63-T5AND8EAMINlMUM OFJDO'THICK.STEELSTUDSTOBEAMINIMUMGRADE33ANp � n CUR1 . �C�,^
<br /> • � � .045 TtiIGK{18 GAUflE).S7RUGTUFtA�STEEI TO 8E AT IFAST.i25 TNiC�c twD A3E.ktL i<<.ni c 't t t t��
<br /> ANC1iORS MTO METAL SHAIL EXTEND AT LEAST 3 SCREW 7HftEADS BEYOND THE MATEi2iAl. 1.25'X a25"X.6?A' f�f�J�I�t/l•. �
<br /> #10 ANCHORS INTO WOOO MAY BESTEEL,18-8 S.S.OR 41�S.S. MULLION n.�fNru�nnitt�a,P.E.
<br /> • FL P.E.#58705
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