Midwestern Engineers, Inc. Plan Preview

. . .. . .. . ' � -. . . � ";-;-:, . .. ..------ ' ' . '. ,• :. . . . . ; . ... . . ,. . -: ·. ',• .. . · .. ... :· c'--�---.C,: •• '· ,.._.. �.. , ' "'1------r'---i . ' -- �-+- : . _ _J .. •. . (,.· �-. � . . � ��.-� .• •, N 0 FLOOR PLAN KEYNOTES � 055213-PIPE & TUBE RAILINGS Y'1.J TOP MOUNTED GUARDRAIL (INCLUDES 4" TALL TOE BRO) f---------�----------'-- - ---1 � 055213-PIPE & TUBE RAILINGS 'C3./ STAIR HANDRAIL (36" ABOVE NOSE OF STAIR TREAD) f-------- - --------�--- - --1 � 3 055313-BAR GRATING '{:Y ALUMINUM GRATING f- ----- --------- - - ------1 Q 055000-METAL FABRICATIONS Y:Y (23)-ALUMINUM STAIR TREADS >--- ------------ ---------< Q., 055000-METAL FABRICATIONS Y""/ C12x8.27 ALUMINUM STAIR STRINGER r---------- -----------------l Q 033000-CAST IN PLACE CONCRETE 'sJ 4'x5'x4'1 EXTERIOR LANDING R48'-� " STAIRWAY PLAN VIEW SCALE: 1/4" = 1'-0" I @ @ @ @ @ @ @ @ @ § STRUCTURAL PLAN KEYNOTES 055000-METAL FABRICATIONS ALUMINUM C12x8.27 STAIR STRINGER 055QOO-METAL FABRICATIONS ALUMINUM C1Ox6.14 PERIMETER CHANNEL 055000 METAL FABRl�ATIQN:;i ALUMINUM W5x3.70 JOIST @ 3'-0" O.C. (PROVIDE ADDITIONAL JOIST DIRECTLY UNDER LIFT STATION PUMP CONTROL PANEL) 055000-MET/\L FASRICATIQN:, ALUMINUM C5x2.21 GIRDER 033Q00-CAaT-IN-PLACE CONCRETE (2)-24"• CONCRETE PIERS w/ 3'x7'x12"D CONCRETE FOOTING 033000-CAST-IN-PLACE CONCRETE 4'x5'x2'0EEP EXTERIOR LANDING w/ 4x4-W4xW4 W.W.R. 055000-METAL FABRICATIONS 6" PIPE BOLLARD ENCASED IN 18"• x 3'-6" DEEP CONG. PIER. (SEE DETAIL ON SHEET 22) 05S000-METAL FABRICATIQNS ALUMINUM 4"x4"x;/" TUBE w/ WELDED 8"x8"�'1 BASE PLATE. 055000-METAL FABRICATIONS ALUMINUM L3"x2"xj" ANGLE AROUND PRE-CAST STRUCTURE. 055000-METAL FABRICATIONS ALUMINUM L3"x3"xj" ANGLE BRACE • I B'-o" 20.0 PSF GROUND SNOW LOAD Pm 20.0 PSF MINIMUM FLAT ROOF SNOW I, 1.0 SNOW LOAD IMPORTANCE FACTOR WlND· 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) V ,s o 89 PSF NOMINAL DESIGN WIND SPEED RISK CATEGORY II EXPOSURE CATEGORY C C&C SEISMIC I, s, Sos So, SITE CLASS ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING PRESSURE 1.0 SEISMIC IMPORTANCE FACTOR 0.3299 0.2s SPECTRAL RESPONSE ACCELERATION 0.1379 1s SPECTRAL RESPONSE ACCELERATION 0.3379 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION 0.2069 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION 0 DEFAULT VALUE SEISMIC DESIGN CATEGORY D V 0.81 KIP DESIGN BASE SHEAR w 6.0 KIP EFFECTIVE SEISMIC WEIGHT 0.135 SEISMIC RESPONSE COEFFICIENT R 2.5 RESPONSE MODIFICATION COEFFICIENT SOIL 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE 1DO PSF/FT LATERAL BEARING RESISTANCE µ 130 PSF SLIDING COEFFICIENT GENERAL NOTES ALL MATERIAL & WORKMANSHIP SHALL BE IN ACCORDANCE w/ THE 1 REQUIREMENTS OF 2012 IBC AS ADOPTED BY 2014 INDIANA BUILDING CODE & AMENDMENTS. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL EXISTING STRUCTURES & UTILITIES. j ALL ALUMINUM IN CONTACT WITH CONCRCTE OR DISSIMILAR METALS Sf{ALL �[ CQATcD ON CONTACJ SIDe .WITH BliUMINO.US �AINf, EXTf:ND AWM. TUSoS 6'-0" AilOVE PlAfFOIIM MATING FOR [LECrn1cAL 4 E'QUIPMENf INSfAlbATION, Fl[LD CUT �xc�ts L�NGfH OF rusts & FIKlD . . WELO j" iHICK , 4.5'',4.5" AlUM, CAP l'bAfg ALL ARQUN� ON fol'. 5 BAS[ FbGl;lii �LisVATION (�FE) = 47/i,ijo' il PRGVID[ & INSTALL 8" OF INDOT #53 STONE OVER WEED BARRIER LlNii�R PbATFGRM, (S�E SHEET 22 FOR LiMITS OF STONE PLACEMENT) .. . ALL BOLTS SHALL BE j"• U.N.O. & ALL WELDS SHALL BE 1t" FILLET WELDS USING 4043 FILLER RODS. PROVIDE WELDS ALL AROUND 7 STRUCTURAL TUBES & ANGLES TO PLATES. WELDING PROCESS SHALL BE TIG OR GMAW. ALL BOLT & NUT HEADS OF FASTENERS IN CONTACT WITH ALUM. SHALL HAVE NEOPRENE EPDM WASHERS. CONTRACTOR SHALL INCLUDE DEWATERING METHODS TO LOWER WATER LEVELS ENCOUNTERED DURING EXCAVATION OF SOIL. SHALL OVER 8 EXCAVATE 18" DEEP FOR A 6" THICK "MUD MAT" W/ COMPACTED #53's UP TO BTM OF REQUIRED FOOTING ELEVATION. T BLOWER PAD • ELEV. = 473.80' • • 4 � JI ' ...-....-----------;,:,+-------.......�....-...- ' , • • 12" • ' w/ A BLOWER PAD SECTION SCALE:3/4" = 1'-0" • • • • • ' 12" l 1 320516-AGGREGATES FOR EXTERIOR IMPROVEMENTS �---- COARSE AGGREGATE TYPE (A5) EXISTING BACKWASH HOLDING STRUCTURE - FLOOR PLAN �[VISIONS BID SET C 2024 Mi<lwe,;tem Engin�er>. Inc. 802 We.11 Brouciway Sln!Cl P.O. Box 295 Loog<XJl"<'. Indiana 475SJ DATE MARCH 2024 DESIGN T.M.K . DRAWN T.M.K Q.C. CHECK W.A.E . PROJECT NUMBER 2020073-00 Sll.01 91 OF 126 I FlLE NUMBER 43975 I Do Not Use Plan Previews for Take Off