Midwestern Engineers, Inc. Plan Preview

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MATERIAL 9" CONCRETE GRADE BEAM #5 HORZ. & VERT. BARS @ 12" O.C. ' 3 FLOOR EXPANSION DETAIL SCALEc3/4" - 1'-0" 033000-CAST IN PLACE CONCRETE 8" CONCRETE WALL #5 HORZ. & VERT. BARS @ 12" o.c . . �c-- -- i-1 • !" EXP. MATERIAL 079200-JOINT SEALANTS "JS-#5" EA. SIDE - - - -i,;,.4""-i 2 • • TYPICAL WALL EXPANSION JOINT DETAIL SCALE, 3/4" - 1'-0" 2 3 THE STRUCTURAL FRAMING CONNECTION SCHEDULE SHOWN ON THIS SHEET SHALL BE USED AS A MINIMUM. AT A MINIMUM , ALL ROOF JOIST SHALL BE TEMPORARILY BRACED LATERALLY & DIAGONALLY IN ACCORDANCE WITH THE LATEST "BCSl-3" TRUSS BRACING MANUAL. BASIS-OF-DESIGN PRODUCTS, SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS INDICATED ON THIS SHEET FOR TRUSS CONNECTOR OR COMPARABLE PRODUCT. 20.0 PSF GROUND SNOW LOAD 16.6 PSF FLAT ROOF SNOW LOAD Pm 24.0 PSF MINIMUM FLAT ROOF SNOW Ps 16.6 PSF SLOPED ROOF SNOW LOAD Cs 1.0 SLOPE FACTOR C. 0.9 SNOW EXPOSURE FACTOR 1, 1 .2 SNOW LOAD IMPORTANCE FACTOR 1.1 THERMAL FACTOR WIND V u 1 t V ASo RISK CATEGORY EXPOSURE GCpi C&C SEISMIC 1, Ss s, Sos So, SITE; CLASS SEISMIC DESIGN CATtGORY V . w Cs _ -· R SOIL 1-'jQ Ho qA qp µ 120 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) 93 PSF NOMINAL DESIGN WIND SPEED IV -ESSENTIAL FACILITY CATEGORY C ±0.18 ENCLOSED ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING ROOF PRESSURE 1 .5 SEISMIC IMPORTANCE FACTOR 0.45g 0.2s SPECTRAL RESPONSE ACCELERATION 0.159g 1s SPECTRAL RESPONSE ACCELERATION 0.4329 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCcL,RAflON . .. 0.2429 1s PERIOD DcSION $�ECTRAb RESPONS� ACCEleRAflON . D DEFAUbT VALUE D 3.10 KIP 31.0 KIP DE51GN BASE SHEAR EFFECTIVE SEISMIC WEICHT . - - 0.100 SEISMIC RESPONSE COffFICl�NT S.5 RESPONSE MODIFICATION COisFFICl[NT . - . .. 60 PSF /FT DESIGN -- LATERAL ACTIVE SOlb PReSSURE . - 100 PSF/FT DESIGN LATERAL AT -REST SOIL PRESSURE - . . 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE 1 00 PSF /FT LATERAL BEARING RESISTANCE 1 30 PSF SLID I NG COEFFICIENT • - . . - - ' • ' • 033000-CAST IN PLACE CONCRETE r--- -8" CONCRETE WALL 1 • • • i-f,, t-- - ;,,...--j/5 HORZ. & VERT. BARS @ 12" O.C. #5 CORNER BAR @ 12" O.C. ' • ., 30" lg TYPICAL CORNER DETAIL SCALEc3/4" - 1'-0" EXISTING SLUDGE DRYING BEDS - FOUNDATION PLAN • - A�ISIONS BID SET C 2024 /1-Iictwestem Engine.,rs. lnc. S02 West Broadway Street P.O. Bo� 295 Loogootee. [ndiarn 1 47553 DA1£ MARCH 2024 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 S9.01 89 OF 126 I FILE NUMBER I 43977 Do Not Use Plan Previews for Take Off