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PLAN <br />SCALE 71B" - P-0" <br />NOTE: SEE STRUCTURAL <br />PLANS AND DETAILS FOR <br />ADDITIONAL SIZES ANG <br />INFORMATION <br />ELEVATION - VIEW 1 <br />SCAIL YB' - 1.0.. <br />F.F. <br />w <br />z <br />7X� 8 2x4 RAIL CAP <br />TO TOP <br />�5l�x5-112" DECKING — <br />� <br />DECK OISTS PER PLAN <br />iX4y TERAL BRACING ON <br />UN6ERSIDE OF JOISTS <br />/ <br />ALL WOOD EXPOSED TO THE <br />WEATHER TO BE PRESSURE <br />TREATED OR HAVE NATURAL <br />RESISTANCE TO DECAY <br />12" <br />2X2 VERTICAIS <br />MAX.S 5" O.C.SPACING <br />SECURE Wf (3( 16d GALV. <br />TO RESIST 20#ILF LOAD <br />� 2X8 RIM JOIST <br />SOLID BIOCKING <br />_BEAM PER PLAN CONNECT <br />TO COLUMN W/ 2X4 CL[ATS <br />BOTH SIDES <br />COLUMN PER PLAN <br />PROVIDE KNEE BRACES <br />FOR LATER.4L RESISTANCE <br />IF COL EXCEEDS 4'•0" HT <br />7" MIN <br />SIMPSON STEEL POST BASE <br />GRADE INSTALL PER MFGS SPEC'S. <br />CONCRETE FOUTING PER PLAN <br />TYPICAL SECTION <br />SCA;_[-. 3/4"=1'-0" <br />2X8 �EDGER <br />ISTING <br />N <br />0 <br />�-- <br />DECK JOISTS <br />PER PLAN <br />1/4" X 3 1/2" SDS SCREWS <br />18" O.C. STAGGERED <br />JOIST HANGER <br />�NOING � SEC�ION <br />scn�e s..=i'•o'. <br />1 <br />1 <br />� <br />� <br />U <br />�; E <br />� � <br />_ a <br />x <br />U ; <br />� � <br />a 3 <br />za <br />Q U' � -1 <br />U in O � <br />�w¢ g <br />UOU rc <br />�w <br />r <br />U <br />w <br />� <br />W <br />J <br />� <br />� <br />0 <br />� <br />N <br />