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BALUSTER RAIL <br /> ''3 . <br /> �_..� <br /> 9 � <br /> � ' • • <br /> • <br /> • � • � ' • <br /> i <br /> �� � ;� �. <br /> Min. <br /> ; A <br /> Less � <br /> � ' a <br /> than 4" Flash any cuts in f•] �'� <br /> extenor finish �� '���:. <br /> — 'i' <br /> -- -_ �� _� � � ',�•.J.. <br /> 8,��. , � '-`~- <br /> NOTE� SK/RTBOARD not required. � '� <br /> BEAM -► JOIST �ateral load connectors <br /> See eeam and l �.MANUFACTURED See.loist per 507.2.3 <br /> FootingTable � BEAM SUPPORT SpanTab/e <br /> NOTES: <br /> Any sp/ioes <br /> in besm must be ALTERNATE BEAM <br /> over a support.A!l � <br /> beams of 2 or more <br /> members shall be <br /> eso�a�s� <br /> nailed together wfth .-, ��k��>a <br /> Joists rest on BOTH ;_LEDGER °.,°°�^,K�^°� <br /> 2 mws of 16d Nails members of beam °'� - x'�+�K«� �� 'd <br /> at 16"O.C. Same size as joists. .,e�Hos,".,.,a <br /> "------- �7�r Install lag scxews that „�",��,,,�E <br /> I` � Two 1/2"carriage penetrate 1 1/2" �^��**� , a <br /> :�--_-�..��"'ir� bORSwifhNraSh2fS c.nuar `_ _ <br /> minimum into rim joist a -�-- <br /> or wall studs per Table �-on�z <br /> POST R5072 .i ,.,A,,T,�., <br /> Yemtr�qan <br /> POST —�+ 6"minimum NOTE: <br /> 6"minimum (6X6) Joist hangers <br /> ALTERNATE BEAM must be <br /> correct size Lateral load connections <br /> forjoistsize which are required in <br /> used. 507.2.3,can be achieved by <br /> Jofsts�st on BOTH using 4 connections similar <br /> members ofbeam. °��"' to Simpsons DTT1Z. <br /> A►ternate s of connectors <br /> �x --��"-�� ` t� �One+/z"carriage can also be�used but must be <br /> ��1�_:,�:,,:, . bolt with washer BUILDING able to achieve stress design <br /> � �1 if 2"X8"or '—'� ca aci of 1,500 Ibs.with a <br /> Galvanized A1.-:::,-:1 • P �Y <br /> connectors - 1�� larger beam. minimum of 2 connections <br /> POST--• Two 5/s"bolts per dedc. <br /> 6"minimum with washers <br /> through manufactured <br /> beam support. CaRADE <br /> 1 <br /> 42� � ALTERNATE FOOTING <br /> minimum <br /> CONCRETE <br /> PIER BACKFILL MATERIAL <br /> FOOTtNG �► <br /> 12 WOOD POST <br /> m�� <br /> $„ <br /> POURED <br /> •�—.---► <br /> CONCRETE FOOTING <br /> See Table See Tab/e <br /> for Footfng Size for Footing Slze <br /> R�vi�W F�6n�ry 20/S <br />