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LEVEL <br />SHIM BASE PLATE — <br />TO 11/4" ABOVE CURB <br />AT CENTERLINE. OF POST <br />POST— C_I <br />evz„ 0-PL RAIL, PARAPET 5 BASE PLATE <br />TOTC' F BASERPLAIE <br />—%'x e X 10 BASE PLATE (LEVEL( <br />AT EACH POST CONNECTIDN FOR 51111NG <br />TO MAXIMIZE CLEARANCES FOR ANCHORAGES, <br />PLACE TOR NOID]NAL BARS 2 FROM <br />DECK SURFACE P <br />ANCHOR DETAIL <br />DOUBLE NUT OPTION SHOWN® <br />—FOR GEE RNDAIELM SHEETS <br />3" DIA. STD. PIPE <br />1; XSI" CLR,SQUARE (L1GHTING TYPE SPECIAL 1( <br />— <br />HANDRAIL NOTES: <br />Is. <br />H55 2 X 2 X %e" OR SIMILAR <br />HANDRAIL DETAIL <br />TACKS WELDED ORE OTHERWISE PERMANENITLYAL ATTAtH <br />EDGES SUCH THAT RECESS 0. TO GROOVE HANDRAIL. SNOT POSE A CUT HAZARD. <br />SHOP DRAW.. SHALL INDICATE HANDRAIL SRL.: LOCATIONS <br />ANCMET HOD: SPLI CE SSHALL ALLOW CFOR CONTINUOUS <br />ORNAMENTAL METAL RAIL]. ORNAMENTAL METAL RAlLING ORNAMENT AL METAL RAILING <br />NuoR TUTDE S"SHEET nrTPiTL <br />TOP OF 6" <br />CONCRETE CURB <br />B� q <br />B <br />ai <br />1i <br />TYPICAL ELEVATION RAILING PDRAIL]. <br />I® BOLTON <br />& MENK <br />(Evala PLATE <br />CAULK FULL BOTTOM SURFACE <br />EDGESAND SHIM PS E REQUIRED TO LEVEL <br />BASE PLATE WPM,WPM,SHIM <br />HECHT Va. <br />c— <br />PENGINEER SIGNATURE <br />0FPLAMEDP <br />PRI PRosPD U NNC <br />10 <br />TYR. <br />0 <br />CENTERED ON OHSSTCONNECTION PLATE <br />1/4i SELE-1APPING GALVANIZED <br />OP ST AINL:55 STEEL SCREWS (BLACK, <br />SETEIN PRE-DRILLED/e' PILOT <br />S POST <br />4 BASE PLATE <br />BASE PLATE orye' ABOVE <br />CURB AT CENTERLINE OF POST <br />—TOP OF CONCREIE CURB <br />SECTION C - C <br />DOUBLE NUT OPTION SHOWN() <br />RAILIING DETAILS <br />Vz' <br />1 <br />VENT <br />HOLE <br />tl <br />RAILPOST CAP DETAIL® <br />PST— <br />m/s' DIA HOLE flYP1 <br />POST <br />2" D.. VENT HOLE <br />— pb— 4 0e'z 8. 10" BASE PLATE <br />H BASE PLATE <br />BASE PLATE <br />GENERAL NOTES <br />FOR ADDITIONAL NOTES AND DETAILS. SEE SHEET 75. <br />® DRILL VENT HOLE IN THE RAIL POST WITHIN 2" OF THE UNDERS]DE TO <br />THE CAP, ON THE NON-1 RAFE. SIDE OF THE PACK FATE GALVAN]Z]NG. MAXIMUM HOLE SIZE ]5 AS NECESSARY <br />IP PRY T <br />2 PROVIDE <br />OF POST <br />WITH ASURFACE MP STEEL WELDED FIMSHOF IOOOM1.0-INCH.OR SMOOTHER, PRIOR <br />TO GALVAN1Z1NG <br />O DYPE ANCHORAGE T DANCHOR E T A WI THHEX AND PROVIDE ANADHESIVE 85. <br />TWI TH A <br />MINIMUM EHARACTER1ST. BOND STRENGTH IN NCRAGxED CO <br />OF KSI.EMBED THE ANCHORAGE LESS THAN REINFORCEMENT REGARDLESS OF <br />CHARACTERIST. <br />DR1LL THROUGH <br />]S IN CONTACT MTH THE ADJACENTT SURFACE AND TORQUES HEX NUT <br />60 FT.135 UNLESS A HIGHER TORO. ]s RECOMMENDED BY THE <br />MANUFACTURER. PROOF LOAD TO 8.8 KIPS. SEE SPECIAL PROVISIONS <br />FOR ADDITIONAL REQUIREMENTS. <br />®DOUBLE NUT OPTION SHOWN. USE ONLY WHEN MAXIMUM SHIM DIMENSION IS <br />GREATER THAN/e' OR AS NOTED IN IHE SPECIAL PROVISIONS USE <br />APPROVED EPDXY OR LATEX MODIF1ED MORT. <br />S.A.P.199-010-012 'IRIDGE NO. <br />SHEET NO. 76 OF 99 SHEETS I 02053 <br />