Midwestern Engineers, Inc. Plan Preview

o, 0 - �' 0 0 �w offi •r ow N" N- g" NW ;:. t, ;i� �§ •w I�\ Or -w SJ "" z � l ::::- ,o , �, � u was • --- � ' � <S7 �o I ;'i w ,. i,l 61:'1 � 55 , 0 � •• Q T/WALKWAY ELEV. 439.50' T/WALL ELEV. 43 8 .50' 4 8 �41-� I 1 / # 4 HORZ. TOP BARS@6" O.C. r � - # 3 STIRRUPS@1O" O.C. / PIPE & TUBE RAILING "GUARDRAIL" I r= = === ==== v1 == == - 1 = 4 == -====-====7P=== = 7P=== = =,r ==== =ir===�==ir======,r=====,r== == , =w' = =!==9-F # - 5 7F H - OR - Z - ·- B - TM = B - A 7i RS = @ = 6 '- ' - 0 - .C - . 7 1 ==== 71 ==== 71 1 ==== 71 1 == c=c± = 7r ==== 7r = - � =r= == r = - = / 71 CONTINUOUS # 4 HORZ. I TOP BARS@6" 0 .C. PROVIDE 1 8 0" HOOK ON ENOS I II II I - - § � "'' I I I I I I I / I 3'-6" t 13'-o"J .. �I II I ll ' � ' ' I I I ·1 I I I I ·I I I I I t ' f 13' - 0" 13 ' - o " -------"'--"-------.ff l lt--- f � 8 '-o " --<r- p S ECTION THRU WALKWAY SCALE, 1/4" - 1'-0" I I I' I I .I •1 I I I I· I / r \ \_ PROVIDE # 4 VERT. DOWELS "/ @1 o " o.c.E.F. WHERE CONCRETE l S WALKWAY SITS ON WALL. 18" • 1 1"'- I J . I •. I I I I I I I ,/1 I' I I I I I t I· I I 71 13'-0" MTL BAR GRATING n / /c11--� (2)-i"•x2" . WI / A325 BOLTS I '< 3'-6" Ill/ w/ HO NUTS. � "' 1: I ' 'L++- - • W10X12 STL BM r----- HSS 5"XS"X¾ ° ' STRUCTURAL TUBE 5'X5'X4''T LANDING / w "GUARDRAIL" NON-SLIP COATED REMOVABLE FIBERGLASS PLANK WEATHERHOOD PER MFGR. # 4 HORZ. TOP BARS # 5 HORZ. BTM BARS 8 " TUR & # 4 BARS@ N DOWN WALL 12" o.c. T WALL ELEV. 43 8 .50' T/STOOP ELEV. 42 .[J' E.W. PIPE & TUBE RAILING PIPE & TUBE RAILING "HANDRAIL" I I \ I ' - - -- - - - - ' ALUM. STAIRS 20 RISERS@6.9" - 11' -6" RISE 19 TREADS@11" - 17'-6" RUN I I I I I I /, RAILING " "HANDRAIL :: __/ / ' " - UC TUB PIPE & TUBE I RAILING GUARDRAIL PLAN VIEW OF S TAIR S PIPE & TUBE RAILING "GUARDRAIL" - - PIPE & TUBE RAILING "HANDRAIL" 5'X5'X4"T LANDING w/ 8" TURN DOWN WALL & # 4 BARS@12" O.C. E.W. SCALE; 1/2"-1' -0" 1. C'-1 (, - J 1- - I 1- - I �I CS12X 8 .27 ALUM. STAIR STRINGER ON EA. SIDE @ S ECTION Q f-----S CALE; 1/2" - 1'-0" 1. = I G: - I ' I - - I D= - L4x2x¾" I i I i N - - - I i 0 I i " I i N X I 0 -" (2)-CONTINUOUS # 4 HORZ. TOP BARS / # 3 STIRRUPS@1O" O.C. 5j" (2) - # 6 HORZ. BTM BARS sfO \ ' , # 3 STIRRUPS@1 o " l\ 2�" If, ' ' I I ' 3"x2f,¾" F.R.P. CURB ANGLE ' EMBEDDED IN CONCRETE 4j" � " I � " !Vs' ' 46j" s J " I 1 O.C. 4'-4" T/WALKWAY ~ � � " INV. 439.50' � ' '1 0 N I ' - ' - I ., ,_ 6" 16" I ½' I 3}§ " 6" 6" 5" 6" ., I /�� W10x12 ,, ' - � ,,,o,,o,,o,,,, , ••,. J l' - 0" 3 j" 4'-4" S ECTION THRU CONCRETE '-" � \ � HSS 5"X5"Xj" STRUCTURAL TUBE R BEAM AND CONCRETE WALKWAY SCALE; 3/4" - 1'-0" 0 0 �-+1--- MTL BAR GRATING 0 0 T WALKWAY ELEV. 439.50' T WALL ELEV. 43 8 .50' ALUM. STAIRS NOTE, HOT DIPPED GALV. (H.D.G.) ALL STL BEAMS , ANGLES, PLATES, WT's, COLUMNS, & FASTENERS U.N.O. (2)-l"•x2" A325 BOLTS w/ HD NUTS. M W10X12 STL B Hss 5"x5"xj STRUCTURAL TUB " E 2D RISERS@6.9" - 11'-6" RISE 19 TREADS@11" ~ 17' -6" RUN 1-+-------+--+--HSS S"XS"Xj" STRUCTURAL TUBE GALV. j"¢X4" POSTINSTALLED SCREW ANCHOR (4)-fo>X14" GALV. A.T.R. w/ NUT TACK WELDED TO ROD [PROVIDE 2" PROJ.] CS12X 8 .27 ALUM. STAIR STRINGER ON EA. SIDE � / PIPE & TUBE RAILING "GUARDRAIL" ' I GRATING r MTL BAR r TOE BRD REQUIRED AT BASE OF ALL GUARDRAIL I I ' I y I I I :J . / v ' . 3'-6" (2)-i"•x2" A325 BOLTS w/ HD NUTS. ' ' (2)-l"o>X6" - ' S.S. EXPANSION ANCHORS 0r-- s = E :...:: C :_ T .: _ l :...:: O ::.:�c.: C _ AL - E ,- 1 - / -, 2 ",--- 1 :-, _ - :: o " STRUCTURAL TUBE L 3X3Xj" ALUM. ANGLE LEVELING NUTS WELDED TO STAIR STRINGER UNDER PLATE I I r- T PIER I rll', ,,,.,, ,--- ➔ +=:' L -:'c EV :"_a!.L 42 :c 1=- . "' s o :c , -0 r:::::J .; -r HSS S"XS"Xj" W1Ox12 STL BM �--&!��.�. �-'l--- 11" 11 _, -11 II ll II ll ll ,----, II II 11 11 I ij ij I C � .; -,L-1hd:lekh=;(" C LOSE END OF .l'" "l"" --"I""-, STAIR STRINGER S ECTION SCALE: 1" 1' -0" 11 11 I[ II II 11 N 11 ':I II .- II II II II <la> <la> z :, J .; .; .; /4 CS12X8. 7 ALUM. STAIR STRINGER ON EA. SIDE WT5x6 WELDED TO COLUMN I @ r- - S _E _ C _ T _ I _ O _ N _ s _ c A - LE - , - 1 -.. - - - 1 - , _ -:: o " 24"¢ FORMED & POURED IN 3,500 psi CONCRETE PIER PLACE 8 " 2f #4 HORZ TOP BARS@6" CONTINUOUS # 4 TOP BARS@6" [ - I"-. I ' I I I O.C. HORZ. o.c. � # 5 HORZ. BTM BARS@6" O.C. # 3 STIRRUPS@ 10" o.c I I BJ" 46l" PROVIDE # 4 VERT. DOWELs ONCRETE WALKWAY SITS ON WALL. @1 o " O.C.E.F. WHERE C sj"xsj" xf STL CAP PLATE OVER TUBE w/ 11," FILLET WEL AROUND MTL BAR GRATING W10x12 STL BM (2) i"•X " A325 w/ HD UTS. Hss s"x5"xj" STRUCTURAL TUBE BOLTS @ S ECTION SCALE; 1" - 1'- Q " OXIDATION DITCH - SECTIONS & DETAILS I REVISIONS I :: . : : . :: BID SET 0 2021 ,\lidwe.1tem Engin<'<!rs. Inc. 802 \\\:ot l.\ro:1<1way Street P.O. Box �95 Lnoµm,tce. l.,1diana -17553 DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S2.09 49 OF 114 I FILE NUMBER I 42023 Do Not Use Plan Previews for Take Off