Midwestern Engineers, Inc. Plan Preview

.. I "' N 33'-Q" A C E 12'-1i" 8'-0" 11'-6" • ' ' • ' r--------+------ ' I • �I ' ' ' ' • ' ' ' ' ' T.O.W. � ' 866.83' � ' . • -<•H-+- - - - - -- -- - - --- - --- - -- - - • -------, � ' ' ' ' ' ' ' I ' ' ' ' lf'"Gi-?Ha -11��· ��1�i�=R��� ,,..,,.,,,·1::::i,,, ::i�::i::i::r::,::i...._::r:rJ aJ . . . . . ' ' ' ' -- ---]- • L-------4--------------- -� ' rl N 0 UPPER FLOOR PLAN SCALE: 1 /4" � 1 '-0" J l 3 SEE GENERAL CONSTRUCTION ___ . ' . . ' . . � .•. . \ . ' ·. ·.� . ' ' ';· ...:.., ' ,........, 887.25' NOTE 1 ON THIS SHEET. I .. )..'·· ··· -��····· :.•- , .. .,. f -l • • • ' ' ·, • • • ·· • I · • • .. r ...- , ,,,,; . � : . :· . • : · ·.: . .. .. ·-: :_ · : : _ - .. - • ·• 1,-· p I I - 20'-o" I . . � ·;�:: -,fC::C..",' f,---- - --+----- -'---=-- - '8 I "' ', ,, ' . ,. . .. .. � . . . , ' ' ' . . .. • •• ' 7T I .. ' N . . . . ' � T.O.S. 866.83' , ... ..do._T.O.S. V866.83' 884.00' .. p p ,, r ·� � . . . ·-. . .. - •, .: 20"· ·, ' • • " ' ., ' -, • • •. :., . . ' .. •' ""·······� · .···-,, . , i �,:. •. .-,:··· • • ..-o • • .• .,· · 1 � . ... .... . • . . .- ' ,•. •. .. ·• N 1 • • • •.' , < ::. �,.:. . : .. : r_.. "° _..;,': ·�.,·'-·t "•'. •:, . I I I ' - -- - -- - --�- - - -- - - -- --�--- ' �----L------------------------L-----------------------------------------� ' l ' l 9'-3i" N 0 LOWER FOUNDATION PLAN SCALE: 1/4" � 1'-0" ' '8 I "' ' 7T I .. 7T I � I "' ' 'F I N .. I "' N ' ':j" I .. - - ------- ' 7T I .. - - -- ----- ' - N I - .. --------- I co ' ':j" I .. 1 3 5 ------'!c-< 6 TYP. OF 4 12'-Q" 1'-9j" 2'-6i" 2'-0" - -- r-----1---------� ---�.-+ ' 0 I .. N ' 7 I .. 7T I .. ' ' r --------�---------------- -, : I o ' ' ' I 3Q"x42" - ,-- I R.O. ' ' ' ' ' ' ' ' 1 3D"x42" -+-- 1 R.O. ' ' ' ' ' ' ' 1 30"x42" -+-- : R.O. ' ' ' 30"x30" 1- -t -- "' I co ' ':j" I .. N 36"x54" - � R.O. ' ' ' ' R.O. :o 0 L________ l ________________� ' ' - -- ��-----+--------� ' ' '- 9f 2'-7 f 2'-0" 12'-o" --- 0 TOP SLAB VALVE VAULT SCALE: 1/4" � 1'-0" 3 r-t------1 fYP. o F 6 TYP, OF 2 1 84.0- $4.0 ----- ----- r r �----------------------------------------------i-------f r I : L .... • : - � ;. ' 0 I N ' 0 N ' ' I .. N . ; I ·, · ··...,; .. N . .. I I I I � • � ••,• • .- ' • • • - • • • ' ·,H-;��--+--'--�--'---- 1 ' •. I l - I . ' l r - •• .,.. - - 4._1-'I--· I I ' I ' I ' I ' I•• ' '. . . - .. ·. . ' '• ' SEE GENERAL CONSTRUCTION NOTE 2 ON THIS SHEET. 20'-o" ' 0 I N N 12" '• . . ' ':j" I .. - w I .. - ' - N I .. - � I "' ; ·, . ; .. . . .· i ' .. ·' . . .. ' .. . ., • ' 12" ' ' ' . •' '• [ .. • .. SEE GENERAL CONSTRUCTION NOTE 2 ON THIS SHEET. ' " ' '7t ,' ·:--t-"" I _ _ _ -- , -+- � ... .. ,. ' 3 .. ·- w I co @< ;• � . ·-.: i " , .>! , - ; hi __ -- , N --'k- t,=:·:f==:9;: - - -.�.. ?J ,· : ?J I , I � -, • •·= • - , ·, , • . • n .. , , · 1 n 0 I .. N •• ,: •, ' .. N • • ' .. ', , I•' " " • ' •, • , , ' I �- l • , • • •• ' .- • ·• • • •• i •. .... •• • • .. .� • • .: • �' f- ---+-�.- ' ' - --------------------------------------------------------- -i___________________________ __J 22·-o" 11 ·-0" 33'-o" N 0 UPPER FOUNDATION PLAN SCALE: 1/4" � 1'-Q" I PLAN KEY NOTES I G 042000-UNIT MASONRY DECORATIVE (0) OR SMOOTH (S) FACE CMU 0 Q42QQQ-UNIT MAaONRY STONE SILL 0 061000-SOUGH CARPENTRY STEEL WALL SLEEVE w/ LINK-SEAL 0 Q7]11;l-A:,PHALT SHINGLES ASPHALT SHINGLES w/ RIDGE VENT 0 074213. J 3-[0RMED METAL WALL PANEL, 1Q" BOARD & BATIEN MTL WALL PANELS © 074213.13-FQRMEQ METAL WALL PANELS FASCIA w/ 5" SEAMLESS BOX GUTIER & DOWNSPOUTS REFER TO PROCESS PIPING DWG ' s (P4.--) FOR PIPE INVERT ELEVATIONS. 2 GROUT FILL SLOPE TO PUMP IN WET WELL AS NOTED IN PROCESS PIPING DWG's. 3 �- :10.d Pti' GROUNi) SNOW kdAD __G_ ___ _______ - - ·-- ------- ·-- - -- ---------- -- ___ I'!__ __ !.!.6_�_ F lA_:r �!](!!_slslCi W _!:Q_AD______________________ _ Ps Cs C. 1, WIND Yu1t Y,so RISK CATEGORY EXPOSURE GCpi C&C SEISMIC 1, S s s, Sos So, SITE CLASS SEISMIC DESIGN CATEGORY V w Cs R SOIL Ha Ho qA qp µ 24,0 P5F MINIMUM Fi.AT ROOr SNOW - ---- - - - -- --- - 16.6 PSF SLOPtD ROOF SNOW LOAD 1.0 SLOPE FACTOR 0.9 SNOW EXPOSURE FACTOR 1.2 SNOW LOAD IMPORTANCE FACTOR 1.1 THERMAL FACTOR 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 0.459 0.2s SPECTRAL RESPONSE ACCELERATION 0.1599 1s SPECTRAL RESPONSE ACCELERATION 0.4329 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION 0.2429 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION D DEFAULT VALUE D 3.10 KIP DESIGN BASE SHEAR 31.0 KIP EFFECTIVE SEISMIC WEIGHT 0.100 SEISMIC RESPONSE COEFFICIENT 6.5 RESPONSE MODIFICATION COEFFICIENT 60 PSF /FT DESIGN LATERAL ACTIVE SOIL PRESSURE 100 PSF /FT DESIGN LATERAL AT-REST SOIL PRESSURE 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE 100 PSF /FT LATERAL BEARING RESISTANCE 130 PSF SLIDING COEFFICIENT NEW PUMP STATION N0.1 - FOUNDATION PLANS REVISIONS BID SET 02024 Midwestern Engiri�-crs. Inc. 802 Wesl llroadway Street P.O. Box 295 Loogootee. Indi�,ia 47553 DATE MARCH 2024 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 S4.01 74 OF 126 FILE NUMBER 43992 Do Not Use Plan Previews for Take Off