Midwestern Engineers, Inc. Plan Preview

□ z " c z w 0 " � c u � c w N w c w w □ c 0 0 0 w □ u N �I 0 z 0 u � 0 0 �' " w � w i w < ;:),, ;l " <I Q ,;� " 1� 0 r- - " � ;,�9 0: I:'!;:: <I � - = W rn f:::l < j,,, a) 0 <C it: ')I - Q o W r.,j -� Sa ,: "" ., io au oz "-, 00 u< �� 0 .. s = 0 • <c 20· o" - ---- I I I I I '----�(1\ � - -- 1 I I - -1 I I '----�(1\ � 16' 11" - N • (3'-0" O.C.) 7' o" - 2'-0" ---- I I -- -- I I I I I I I I r J - -- -� 2 l--l-1--- - �----------1 cc__ - - - - - - =.:r.J.J I. II I I I I - -i1-------l1- I I I L 13 I - -=11 C - :J:J - - ' � . ____I I ::F-1 ·=-=· • • • I I I I I l r I I - " 'L [ --� - -- - ---c. - _,7J ====-0 - I I - � - - ! I I 1[ - I ' -- 1 I I I • 0 I "' u 0 • 0 I "' l J w---- '- -- -� 7'-o" STRUCTURAL STEEL FRAMING PLAN SCALE: 1/4" ~ 1'-0" 1 6' 1" - rEi.r-' 'A ---- I I I -- I :_1 __� I ,b_ ,r I . f_l _ _._· � Ii -1. , ===r""'=d 21' Q" - •- ==:C;=:r !-� T f ]st§ _/ ' s �,-,-Es- -·. F�..._ :_�--¼B lYPICAL DETAIL TO CONNECT EXISTING C10,15.3 CHANNEL (8 LOCATIONS) TO NEW BEAM. 13'-1" -- I 1 I I I l '- -- -� 13 LEGEND '-==��I PROPOSED STEEL FRAMING NOTE: STEEL TO BE PAINTED IN ACCORDANCE WITH SPECIFICATIONS. I 0 0 0 0 0 0 0 IMPROVEMENT KEY PLAN NOTES 051200 STRUCTURAL STEEL FRAMING PROPOSED W10,60 WIDE FLANGE STL BEAM. 051200 STRUCTURAL STEEL FRAMING PROPOSED W6,12 WIDE FLANGE STL BEAM. (GRATING SUPPORT U.N.O.) 051200 STRUCTURAL STEEL FRAMING PROPOSED W6,12 WIDE FLANGE STL BEAM. (T/FLANGE IS FLUSH w/ W10,60's.) 051200 STRUCTURAL STEEL FRAMING PROPOSED C6x8.2 STL CHANNEL ON EA. SIDE OF EXISTING 6" AIR PIPE SUPPORT. 051200 STRUCTURAL STEEL FRAMING PROPOSED STEEL PIPE "GUARDRAIL" 055313 BAR GRATINGS PROPOSED METAL GRATING (lYPE 1) 051200-STRUCTURAL STEEL FRAMING PROPOSED L2",2",j" STEEL ANGLE WELDED TO EXG STEEL CHANNEL FOR MTL GRATING. ALL MATERIAL & WORKMANSHIP SHALL BE IN ACCORDANCE w/ THE REQUIREMENTS OF 2012 IBC AS ADOPTED BY 2014 INDIANA BUILDING CODE & AMENDMENTS. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL EXISTING STRUCTURES & UTILITIES. 3 ALL STEEL TO BE COATED PER 099600-HIGH PERFORMANCE COATINGS. . :��-· ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES. �-- . L 100.0 PSF UNIFORM OR 2,000-LB CONCENTRATED I • I . D 20.0 PSF � . P c 20.0 PSF GROUND SNOW LOAD Pm 24.0 PSF MINIMUM FLAT ROOF SNOW I, 1.2 SNOW LOAD IMPORTANCE FACTOR � Vu1t 120 PSF ULTIMATE DESIGN WINO SPEED, (3-SECOND GUST) VASD 90 PSF NOMINAL DESIGN WIND SPEED RISK IV CATEGORY EXPOSURE CATEGORY C C&C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING PRESSURE 1, 1.5 SEISMIC IMPORTANCE FACTOR Ss 0.183g 0.2s SPECTRAL RESPONSE ACCELERATION s, 0.092g 1s SPECTRAL RESPONSE ACCELERATION S os 0.196g SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION S o, 0.148g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION SITE C CLASS SEISMIC DESIGN C CATEGORY V 0.81 KIP DESIGN BASE SHEAR w 6.0 KIP EFFECTIVE SEISMIC WEIGHT C s 0.147 SEISMIC RESPONSE COEFFICIENT R 2 RESPONSE MODIFICATION COEFFICIENT �' q, 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE qp 100 PSF/FT LATERAL BEARING RESISTANCE " 130 PSF SLIDING COEFFICIENT I WASTEWATER TREATMENT PLANT- BEAM REPLACEMENT PLAN • - REVISIONS BID SET (0 2023 Midwes1em Engineers. Inc. 802 West Broadway Strcel P.O. BllX 295 Loogootee. Indiana 4755.'l DATE SEPT. 2023 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK PROJECT NUMBER 2022111-00 1 2 12 OF FILE NUMBER 43311 23 Do Not Use Plan Previews for Take Off