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M M E — M M — — EN OM M r - M R - M I IIIII <br /> I I <br /> END CORNERS NOTES <br /> BOTTOM SLIP JOINT — TOP SLIP JOINT 2"FROM <br /> MITERED 45 2"FROM OUTER EDGE OUTER EDGE OF POST 1. ORNAMENTAL PEDESTRIAN GUARD SHALL BE <br /> OF POST SEE DETAIL B SEE DETAIL A CONSTRUCTED OF STEEL CONFORMING TO ASTM <br /> 8'MAX A-53. <br /> TYP>„ O <br /> VERTICAL BARS ; I1 i} 1 , 2. WELDING SHALL CONFORM TO THE REQUIREMENTS <br /> OF THE"STRUCTURAL WELDING CODE"AWS D 1.1. <br /> 1/2"x 1/2"STEEL BAR 1 <br /> 4"OC MAX 1 4"MAX 3. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION <br /> TWO SIDES EACH END —0- JOINTS AND AT EVERY 24 FEET ON CENTER <br /> MAXIMUM. <br /> BOTTOM RAIL ;•J 4. MAXIMUM SPACING OF POSTS SHALL BE 8 FEET ON <br /> CHANNEL STEEL I STRAIGHT ALIGNMENT AND 6 FEET ON CURVED <br /> 1-1/2"x 1/2"x 1/8" I `I ALIGNMENT LESS THAN 30 FEET RADIUS. <br /> 6"MINFA \� t isti\ <br /> 5. AFTER FABRICATION,ALL BURRS AND SHARP EDGES <br /> O <br /> END OF WALL SHALL BE REMOVED. <br /> a ` ' " `' `` A 6. APPLY RUST PROOF METAL PRIMER AND ONE COAT <br /> CONCRETE WALL �/ �.=�~i` j 9 � ��\ \\ OF BLACK ORNAMENTAL IRON METAL PAINT. <br /> 1---.—s,,_,_,-Ck POST&TOP RAIL <br /> TUBULAR STEEL <br /> SEE DETAIL C 1-1/2"x 1-1/2"x 1/8" <br /> FRONT ELEVATION <br /> 4_ IF ALONG <br /> IF ON POST SIDEWALK OR <br /> CONCRETE WALL FINISHED GRADE <br /> r••••••••••••••;I CHANNEL <br /> I 1-1/2"x 0.120 SQ 1-1/2"x 1/2"x 1/8" B{TYP <br /> =1 STEELTUBING i SLOPE GROUT <br /> I.•.............' 1-1/4"x 0.120 SQ :�:� TOP OF CONCRETE TO DRAIN <br /> STEEL TUBING FLAT CARBON BAR I ; WALL TOP OF SIDEWALK <br /> 0 XT P 1/4"x 1-1/4" OR FINISHED <br /> ASTM A-36 GRADE <br /> SECTION A SECTION B <br /> (BETWEEN <br /> SGROUT <br /> ira.(AETWLEN SLEEVE � �`�! <br /> m AND SLEEVE) <br /> 1 3" B 4" VP- <br /> 1-1/2"x 0.120 SQ MAX CLR POST <br /> 1/4" STEELTUBING 0 CHANNEL 4"MIN CLEAR <br /> 16 GA GALV STEEL <br /> 1-1/4"x 0.120 SQ _ 1-1/2"x 1/2"x 1/8" SLEEVE(3"MIN DIA <br /> 0 <br /> A STEELTUBING x 8' MIN DEPTH) <br /> 1 ----"" ' J� TYP DETAIL C <br /> . ........ ................... <br /> o II <br /> ii <br /> I III `�_^TYP _..,, ,-,�,��,,,,v�e -! <br /> /4� <br /> z �I 1" 2" Et <br /> g FLAT CARBON BAR CITY OF EVERETT <br /> 5 A 4"MAX CLR 1/4"x 1-1/4" PUBLIC WORKS DEPARTMENT <br /> 1 POST B ASTM A-36 <br /> p ""RYAN SASS I TOM HOOD I PAUL WIIHELM I'''"Eq <br /> SH D 14/2017 <br /> gm TOP SLIP JOINT BOTTOM SLIP JOINT ORNAMENTAL PEDESTRIAN <br /> DETAILA DETAIL B GUARD 334 <br /> 1 1 <br />