Midwestern Engineers, Inc. Plan Preview

< " > w Iu TRUSS DESIGN DATA TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL DESIGN LOAD 20 PSF 40 PSF 10 PSF 10 PSF CONTRACTOR SHALL SUBMIT FOR REVIEW TRUSS SHOP DRA\\1NGS CERTIFIED BY AN INDIANA REGISTERED ARCHITECT OR ENGINEER PRIOR TO TRUSS FABRICATION. TRUSSES SHALL BE BRACED LATERALLY AND DIAGONALLY IN ACCORDANCE 111TH TRUSS BRACING RECOMMENDATIONS SET FORTH BY THE TRUSS PLATE INSTITUTE. NOTES I. TRUSS BEARING ELEVATION = 9'-5)' , " ANO ll'-5)," A.F.F. AS SH0\\1N ON THE BUILDING CROSS SECTIONS. 2. ROOF SHEATHING SHALL BE %" OSB SHEATHING 3. COORDINATE TRUSS DESIGN AND LAYOUT 111TH MECHANICAL ANO ARCHITECTURAL DRA\\1NGS. 4. ALL TRUSS SHALL BE SPACED @ 2'-0" O.C. MAX. (U.N.0.) 5. TRUSS OVERHANG = 10)1" / FINISHED OVERHANG = 12J,° EXCEPT AS NOTED. DROPPED TOP CHORD ENO TRUSS 2x6 ROUGH FASCIA 2x4 LADDERING @ 2'-0" o.c. IO) f 1 · N F 'b L ioY.,· 11 20' Q" - STANDARD TRUSSES r 2x6 ROUGH FASCIA \_ RIDGE I 2x6 ROUGH FASCIA 20'-Q" . I I 10){ 'a 'b "' � CHEMICAL FEED EQUIPMENT & COMPONENTS TYPICAL NOTES: I. ALL ELECTRONICS ANO CONTROLS FOR PUMPS ANO LEAK DETECTION TO BE LOCATED OUTSIDE OF CONTAINMENT AREA. (ABOVE LIQUID SPILL AREA) 2. SUPPORT ALL PIPING & TUBING USING FLOOR STANDS & WALL STRAPS , MIN. 4'-0" C. -C. 3. ALL CONNECTIONS TO TOTES SHALL BE FLEXIBLE PIPE. 4. ALL CHEMICAL LINES SHALL BE LABELED w/ FLOW DIRECTION ARROWS 2x6 ROUGH FASCIA 2x4 LADDERING @ 2' -0" o.c. DROPPED TOP CHORD END TRUSS 6. AT ALL ROOF TRUSS BEARING POINTS PROVlOE 18 GA GALVANIZED STEEL HURRICANE CLIPS SIMILAR TO SIMPSON #HM9 OR APPROVED EQUAL. o f- C _ H_ E_ M _ I _ C _ A _ L _ F _ E _ ED _B_ U _ IL_ D _ IN _ G _ R _ O _ O _ F _ :c - �- �- M -: �-�- . - � - ��- -� - . FIN. FLR. EL. 892.25' FIN. GRADE 891.7'± 26 GA. - STANDARD 9 INCH RIBBED METAL 5" ALUMINUM GUTTER EXTERIOR LIGHT REFER TO ELECTRICAL DRAWINGS - r---. DOOR HGT. EL. 899.92' �- 2-#5 BARS AT 8" EACH SIDE OF OPENING ---- ·.:.:; :'\: ';! � r ,··:. J OPENING DETAIL >-----2"x3" RECTANGULAR f-"��-r-"'-c��-�.-�-.-�T'-'����, DOWNSPOUT TO CONC. SPLASH PAO WEST ELEVATION SCALE: 1/4" = 1'-0' V BOND BEAM LINTEL SEE LINTEL DETAIL (LI) / c---.....__l J_ I I I I - I I I I I I I I I I I I. EXHAUST FAN (TBO) 'b I >--. NIT?R1i----s" CMU BONO BM w/ /15 BAR CONT. #5 BARS VERT AT R<l----48" O.C. IN GROUTED CORES !ii----8" SPLIT FACE CMU. FILL CORES w/ GROUT 8" CMU BONO BM w/ #5 BAR CONT. LINTEL (LI) NOTE: EXTEND HORIZONTAL BARS ANO GROUTED CORES OF LINTELS MIN. 8" BEYOND ENDS OF OPENINGS. LINTEL DETAIL $CALE:, 1' = 1'-0' 21! GA, " STANIJA�D @ INCH �liilii::O MtfAb i\" AluMiNUM Glfi'f�R tX�AUtf FAN (ftllJ) 2"x3" RECTANGULAR DOWNSPOUT TO CONC. SPLASH PAD FIN. FLR. (/, EL. 892.25' ;-="- -0.- • . - - - - - - F'- - I I I I I FIN. GRADE --���=-=-�1=·--r· · 891.7'± I I I I I I VINYL SIDING I I I I I I T I I I I I I I I I I I I I I r I I I I I I -1 - - -- -- - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T r -r· - - -- - - - - - - I I I ' I I I I I ; I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I - . . I. . . . ·c· I . - . . ·- J__J__ -"---' ---�__J___ ----- NO R TH ELEVATION SCALE: 1/4" = 1'-0' 5" ALUMINUM ---H,-j__l_,. .L,J ,- _l__ -,-:L,__L�j�_L.-L,J,-_L,J_�-f/ GUTTER 8" cMu ( PAINTED J --tJ=;:r::;::�;=i=;r;J�I:;=�I=;=�:::r�� PIPE SUPPORT ' 1 " 1" TO TANK #2 -- ' r+-·--· -- --·--·--·- - ·------( 1" TO TANK #1 ' / 1" CALIBRATION 1 LINE 1" SUCTION l LINE - p , � - Id', r::"': '� -- - 1 3" PVC VENT TO ROOF, TERMINATE r w/ SCREEN V V r I I OVERFLOW � -- 2" FILL LINE J --·--· - -- -, I I I I DUALPUMP SKID I L ,· .L_.___ I" �g 2" QUICK \ PORTABLE CONNECT TOTES � 2" QUICK CONNECT TYP OF 2 LOCATED INSIDE -- --·-- FIBERGLASS � I GRATING I I 16"x16"x8" 2" TRANSFER SUMP PIT LINE CHEMIC AL FEED BUILDING - CHEMIC AL FEED SYST EM I A \! 2.03.f' " ""'" "'"'' ' � � � � I'- � � � ' � I'-� � I"> � ' � · - -- ' '- ' '- ' ' '- ' FINISHED FLOOR ' ELEV. 892.25' ' .. - - I " J ,, " " ' ' ' ' ' I . �- �- "� NOT TO SCALE SUMP PIT \!!.· 03 , ( 16"x16"x8" '- � � ' ' ''- - " I '1-.. ''' " '''" " '\. " '\. / ""- I \ TYPICAL BULK TANK PAD � / FINISHED FLOOR Fl l:'\I Con "JI'::' '''"'''"'"''' ,,.,,,, "-" ,.,, .... _, . -- ---- - - ---- - .. - - - - - - -- _j .. , . " , _j • " I _j, " / "' " ' '- � ' � � � ' � ' " � ' - 0, r-C_ 'H_ E_ M_ IC_ A_ L_ F _ EE_ D_ B_ U_ I_LD _ IN_ G_FO_ U _ N_ D_ A_ TI_ O_ N_ P_ LA_ N _ SCALE: 1/4" = 1'-0' CONC. \ STOOP 2 METERING PUMP SKID 12.03 EMERGENCY EYE WASH/ SHOWER STATION 7'-7%" 'f CHEMICAL -� FEED ROOM 2" FRP-++-+-' GRATING FLOOR SLOPED TO SUMP PIT 16"xl 6"x8" SUMP PIT w/ FIBERGLASS GRATING 24" DEEP SPILL CON PIT 1,500 GALLON TANK 1'-1)(," MANHOLE STEP BUILDING AT GARAGE DOOR / I ' � ... 12.03 ' 12.03 2"x3" RECTANGULAR DOWNSPOUT TO CONC. SPLASH PAO I u ({( I I 8' -0 H x8'-O n COILING DOOR 2"x3" RECTANGULARDOWNSPOUT TO CONC. SPLASH PAO FROM BOTTOM OF CATWALK 2 FIN. FLR. EL. 892.25' FIN. GRADE 891.7'± ····-·- --------- I • I I I �-J I I I :1; (j) I I I I I I I I I I I I I ----- - SOUTH ELEVATION SCALE: 1/4" = 1'-0' 2 I SEE OPENING DETAIL CONC. STOOP FIN. FLR. tI --- L ---------- EL. 892.25' � F l� N. _ G 7 R A - O E--<i, ..--_.;;;�- :: __J_:: __� _ _]_ _:: __':: __]_:: __ ':: __]_ 1:_: __ : __ : _ 1 C __-'-: __ ::_ LL:" __:: __ [I__� __:: __ II -�--:: __:: __:: ___':: __ ]: 1 _: : __ ':: __J_ I:: __ :': ___ J_:: __ g�- 89I.7' ± EAST ELEVATION SCALE: 1/4" - 1'-0' EXHAUST FAN (TBD) I -' / < " • _J / " CONC. · \ ST£)0P ". o f- C _ H _ E_ M _ I _ C _ A _ L _ F _ E _ E _ D _ B_ U _ IL _ D _ IN _ :_ c A -� E _ L 0 _ 1 0_ 1 4 _ �-:-�-� - : z 0 i;; R�IS1QN$ BID SET C2024 Midwestern Engineers. Inc. 802 Wt!Sl Brondwuy S1rcel P.O. Box 295 Loogootee. !ndiarm 47553 DATE MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 P12.02 57 OF 126 I FlLE NUMBER 44009 I Do Not Use Plan Previews for Take Off