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SIGMA G CONSULTING <br />ELEV, 12'-5" <br />ENGINEERS, LLC <br />5011imign Run Avenue -ft 7102 <br />Phones 813 - 7815 a 1W <br />Tamps, Florida 33602 <br />Florida Coa 27035 <br />GERMAN GONZALEZ <br />ft No, 28515 <br />ELEY. III -oil <br />FUTURE' <br />ALUM. 5TRUCTURe BY OTHERS <br />P.T. 4x4 POST <br />P.T.,2xib RAIL CONT, <br />BEVEL ED&ES <br />PRAIL-I I VIA., <br />P.T. 2x2 BALLU5TERS -fH <br />0 4" O.ro. MAX. -BEVEL <br />0 <br />1 P.T. 2xb RAIL WNT, <br />WISE5 <br />0"i <br />BEVEL F-P6E5 <br />CONT.B <br />CONT. PRE -FIN, MTL FLASHIN& <br />PjT,.?x6 RAIL r.,ONT. <br />I <br />LEI <br />P.T. 4x4 P05T <br />5/4"xb" P.T, JAC. DECK <br />- ------ - P.T. Ix 5AI_LUSTEf;t5 <br />CONT. MASTIC SEAL <br />LAID WITH 516" MAX, JOINT <br />a 411 0.0, MAX, -BEVEL <br />EEDGES. <br />(2)2x10 13M, (1) 2x10 EA. SIDE <br />0 F P05T <br />ELc_v. O"On <br />FIN. FLOOR <br />to <br />op <br />JWI <br />P.T. 2X6 RAIL WNT. <br />BEVEL ED&E5 <br />P.T. 2XIO FLOOR FRA4" <br />SEAM BY <br />MODULAR <br />HAWSERS <br />WITH SIMPSON JZ210 HAWSERS <br />Ava-Mil <br />(2) V411 THf;ZU SOLI <br />I6xIb PILASTER <br />SEE DETAIL 2/5-4 <br />TO FACE <br />P.T. 4x4 POST <br />i <br />Oir 16XI& <br />Vt' <br />two <br />AN <br />gl <br />. . . . . . . . . . . . . . . . . . . <br />ORADE AND POSITION Of= <br />NO <br />N <br />FOOTINGS CHAN&W ONLY <br />51, COVER TYP, <br />n <br />11411 MM <br />11,611 mm <br />L— — — — — - <br />1'-4 1/6 <br />1-2 1/6" <br />"*1 GRAVEL 0 POST <br />BASE <br />j-.Izb- it <br />2"51 <br />PILASTER---------i <br />FACE <br />G.L. <br />STEEL BEAM 4 36"X56" FOOTING <br />SECTION <br />NOT TO :"ALA <br />PL 6"xI'-21'xI/2" Yvp" PERPEYIaLAR <br />TO BEAM W(Z 1/2d AB. K/5' <br />BEND -WELDED TO PLATE <br />#4 a MIDPOINT <br />___A\ <br />(Tfp) <br />0510 COI <br />#5 0 CORNER <br />(TYP) <br />F <br />16 x1 RO <br />PILASTER W (4) #5 =110N <br />4 #4 VERT. L <br />46 TIES <br />003 TIES <br />mv1pr1TW1 <br />'LORIDATL'�_ <br />COD <br />01 , <br />Z <br />ln� 07F EN <br />DETA I L <br />L <br />