Midwestern Engineers, Inc. Plan Preview

061000-ROUGH CARPENTRY (2)-TREATED 2x8 BROS------� 061600-SHEATHING ROOF SHEATHING ON ROOF & (2) SIDES-----� 073113-ASPHALT SHINGLES ASPHAL T SHINGLES w/ #30 UNDERLAYMENT----� 074213.13-FORMED M ETAL WALL PANELS DRIP EDGE-----+� FASCIA- ---+-� 5" SEAMLESS BOX GUTTER---------- L- ------1��====;,a VENTED SOFFIT (TYPE 2) -- ---- F-TRIM_________,.,. 061000-ROUGH CARPENTRY TRIM BOARD _____/ STAINED CEDAR 1x8 -�==============: j" A 06175,J-SHOP FAB. WOOD TRUSSES WOOD TRUSS @ 2'-0" O.C. 061000-ROUGH CARPENTRY 2x4 CEILING GIRTS @ 16" O.C. 074213.13-FORMED METAL WALL PANELS � -SOFFIT (TYPE 1) ON CEILING & INSIDE $ TRUSS BRG. EL EV . - 535.00' �----F-TRIM -,-; 1 ,,r, ,-1::'? ��-----J-TRIM 2 5 051200-STRUCTURAL STEEL FRAMING �---------W10x22 WIDE FLANGE STL BEAM 4+-----------6j"SQ.x j'T STL BRG PLATE H----------- 6"SQ.x0.1875" HOLLOW STRUCTURAL STL TUBE COLUMN 061000-ROUGH CARPENTRY 2x4 BLOCKING l" GAP J.,..--f-7 ,,,­ � r 4 ' ' Io i ,___J W1Ox22 TYPICAL ROOF BEAM DETAIL 2 3 STEEL END BEAM DETAIL SCALE: 1 1 /2" - 1'-0" A i-------1------,1 TRUSS BRG. rr,ES;-L';= EV cc_�-=5-;c3a';5cc _Q"O"'----- - -- ---+� -- ---. $ T/STL BEAM ELEV. - 534.75' $ T/VENEER ELEV. - 527.17' $ T/FIN. FLR EL EV . - 524.50' 0 T/FTG C, EL EV . - 522.50' 12" OVH -------- I I I I I ----- � SCALE: 3/4" - 1'-o" 07311,J-ASPHALT SHINGLES RIDGE VENT r ASPHALT SHINGLES W/ #30 UNDERLAYMENT 061753-SHOP FAB. WOOD TRUSSES WOOD TRUSS @ 2'-0" O.C. B 033000-CAST IN PLACE CONCRETE 4" EXTR. CONCRETE SLAB-ON-GRADE w/ 4x4-W4xW4 W.W.F. & SYNTHETIC FIBER MESH -------- ----------- I I I I I I I I L_______________________., I 051200-STRUCTURAL STEEL FRAMING 6"x3"xj" STL PL. CENTERED ON STL BEAM N STD HOLE FOR t• ANCHOR 051200-STRUCTURAL STEEL FRAMING r 2 1o"x3"xj" STL PL. CENTERED ON STL TUBE----------+ l" 2 I o : ,____J 061000-ROUGH CARPENTRY (2)-TREATED 2x8 BROS (1)-TREATED 2x8 STAINED CEDAR 1x8 TRUSS BRG. � EL EV . - 535.00' 7�--=---+ T /_ S � T -cc L �B � EA � M c-< rl> .,..__ EL EV . - 534.75' V 0512D0-STRUCTURAL STEEL FRAMING �--+ --W1Ox22 WIDE FLANGE STL BEAM �--r-- ---r-- - 6j"SQ.x j'T STL BRG PLATE -++-��-��---6"SQ.x0.1875" H.S.S. TUBE COLUMN ,/�-" ,/ , , , , , , , , ,, , , , , "' 061000-ROUGH CARPENTRY ""-----STAINED CEDAR 6x6 DIAGONAL BRACE KERFED r----- STAINED CEDAR 1x8 EA. FACE OF STL TUBE 4 DIAGONAL BRACE DETAIL 061000-ROUGH CARPENTRY 2x4 FRAMING @ 24" O.C. SCALE: 1" - 1'-0" 2x6 FLY RAFTER-� / 8" 074213.13-FORMED METAL WALL PANELS� ; DRIP EDGE '"""'= =r �i j FASCIA - SOLID SOFFIT (TYPE 2)�F-TRIM J-TRIM 1 10" BOARD & BATTEN MTL WALL PANELS------; 061600-SHEATHING WALL SHEATHING------HI 072500-WEATHER BARRIERS BUILDING WRAP-- - - - 1 074213.13-FORMEO METAL WALL PANELS BATTEN TRIM-----...___ 061000-ROUGH CARPENTRY _ _____ 11 TRIM BOARD VERT. 2x4's @ 24" O.C. ------ 2x4 GIRTS-----STAINED CEDAR 1x8 -=----- 061600-SHEATHING �--ROOF SHEATHING 073113-ASPHALT SHINGLES ASPHALT SHINGLES W/ #30 UNDERLAYMENT 061753-SHOP FAB. WOOD TRUSSES 1------+--WOOD TRUSS @ 2'-0" O.C. 061000-ROUGH CARPENTRY 2x4 CEILING GIRTS @ 16" O.C. 074213.13-FORMED METAL WALL PANELS SOFFIT (TYPE 1) ON CEILING & INSIDE -- __.::,,,� -"� ������� -= F -TRIM J-TRIM 2 I l --------------------� END WALL SECTION SCALE: 1" = 1'-0" B BUILDING SECTION SCALE: 1/2" - 1'-0" PROPOSED SHELTER BUILDING - SECTIONS & DETAILS REVISIONS BID SET @2023 Midwc�1cm Engineers. Inc. 802 West !lro:odw:,y Strccl P.O. Box 295 Loogootee, Indian« 47553 DATE NOVEMBER 2023 DES!GN T.M.K. DRAWN T.M.K. Q.C. CHECK C.W.R. PROJECT NUMBER 2022024-05 33 33 OF 48 I FlLE NUMBER 53556 I Do Not Use Plan Previews for Take Off