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P <br /> • <br /> � s tj SEE SHFET 1 FOR INSTftUGTtONS ON USING THE TA9LES AND SHEET 25 F4R INFQRMATION ON IOADtNG.SEE SHEETS 2-4 ` � , ,,� <br /> OENEIiAL(NSTAlLAT10N METH0�5. 4�p, �. i�.� �y�.;;S7D5 <br /> � • • • - <br /> • � RPOLA'fI0N8ETWEEt3MULLLEN�7HSNlDlOROPENINGWID7NSISALLOWABLE. .250' ' � <br /> � 2 LINEAR INTE _3.HOLES TO 8E ORILLED IN _ rJ ( !%:_ <br /> FIGURE5: FIGURE6: 7 w �i� p � <br /> . ` * � ' irt_ <br /> 3)MULIJON AND MULl10N CLIPS SHOWN ARE NOT TO SCAi.E.F4ft EXAGT OtMENStONS,SE�SHEETS 2� ;-� <br /> THE F1F1P FQi-LQw�Na p�t`f'ENSiONAI RESTF21CTtONS SHOWN QN SHEETS 21-23•FIGURES SHOW SUGGEBTED,APFROXIMATEHOIF Y ��• �.t�n'; ;Cr�� <br /> • � � � � '����' FL4Si1S1A ,*�j;.,` <br /> � � tOCATiONS. <br /> � LG CONFORM'f O AG 3D1 SPEGI�IGATIONS,FIOLLOW SDUTNERN PINE W pH AN SG L1F 0.55UNR 2,X A'%.25'MUtL�ON ����iS����C)N I\l-,G�`ti`. <br /> � T S:CONCRETE SNA TED YELIOW 18 <br /> ANGLE CLIP 4)SUBSTRA E <br /> FIGURE7: FIGURE 8: FIGURE 9: FIGURE 1.: t�pU}SHl�LI CONFORM T6 ASTM G-90,WODR SHAl4 BE PRESSURE-TREA q,�,yj��t`�tt�ER,p•E� <br /> � .. • (FlGURES 5&6y pLUMINl1M SHALL BE 6063-T5 AND BE A MINIMUM OF 125'THIGK•STEEt STUDSTO BE A MtF31MUM Gf����D.�"THICK{ F�p_E.#58705 <br /> MUST BE U5ED pAUGE).STRUCTURAL S7EEl TO BE AT LF1�ST.125'THIGK AND A36-ALL ANCNORS 4NT0 METAL SNALI EXTEND AT LEAST 3 SCREW <br /> •• � IN PAIRS. TFtREABS 66YOND TtiE MATERlAt.,#10&#12 ANGHOftS INTO WOOD MAY BE S7EEL�1&S 5.6.OR A10 S.S. <br /> •� •• � • <br /> � � <br />