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HomeMy WebLinkAboutS300 Foundation SectionsWALL SECTION-A SCALE-1"=1'-0" TOP OF PIER 6'-6" 2'-2"2'-2"2'-2" #6 LOOP #6 VERTICAL WELD PLATE-REFER TO SHEET S200 2'-0"PIER PLAN-E SCALE-1"=1'-0" PIER- E CROSS SECTION F1,F2,E1,E2,D1,D2,C1,C2 SCALE-1"=1'-0" #6 LOOP #6-VERTICAL #8@12" O.C. E.W. #8@12" O.C. E.W. TOP OF WALL + 2'-8" #6 LOOP 2'-0"PIER PLAN-F SCALE-1"=1'-0" PIER-F CROSS SECTION A1, A3, B1 ,B2 SCALE-1"=1'-0" -#6 LOOP #6 VERTICAL #8@12" O.C. E.W. #8@12" O.C. E.W. 1'-8"1'-8"1'-8" FIN. FL. ELE. 100.00' TOP OF WALL + 4'-0" FIN. FL. ELE. 100.00' FIN. GRADE FIN. GRADE VARIES2'-0"4'-0"8"2'-5"1'-4" POURED CONCRETE PIER POURED CONCRETE FLOOR / FOOTING POURED CONCRETE FLOOR / FOOTING POURED CONCRETE PIER #5 VERTICAL @ 48"O.C. #5 HORIZONTAL W/ 24" LAP #8 TURN UP @ 48" O.C. #8 TURN DN @ 48" O.C. #5 CROSS TIES 1-1/2" RIGID INSULATION COMPACT GRAVEL FILL POURED CONCRETE WALL 24" POURED CONCRETE FLOOR / FOOTING WET SET POST BRACKET VERTICAL METAL SIDING FLASHING TREATED 2X6 BASE GIRT 2'-0" #8@12" O.C. E.W. WALL SECTION-B SCALE-1"=1'-0" TOP OF WALL + 4'-0" FIN. FL. ELE. 100.00' FIN. GRADE FIN. GRADE -VARIES4'-0"8"#5 VERTICAL @ 48"O.C. #5 HORIZONTAL W/ 24" LAP #5 CROSS TIES 1-1/2" RIGID INSULATION COMPACT GRAVEL FILL POURED CONCRETE WALL 6" POURED REINFORCED CONCRETE FLOOR WET SET POST BRACKET VERTICAL METAL SIDING FLASHING TREATED 2X6 BASE GIRT 2'-0" 1'-0" BOTTOM OF WALL -4'-6" WALL SECTION-C SCALE-1"=1'-0" TOP OF WALL + 4'-0" FIN. FL. ELE. 100.00' FIN. GRADE FIN. GRADE -VARIES4'-0"#5 VERTICAL @ 48"O.C. #5 HORIZONTAL W/ 24" LAP #5 CROSS TIES 1-1/2" RIGID INSULATION COMPACT GRAVEL FILL POURED CONCRETE WALL 12" POURED REINFORCED CONCRETE FLOOR WET SET POST BRACKET VERTICAL METAL SIDING FLASHING TREATED 2X6 BASE GIRT 2'-0" 1'-0" FIN. GRADE -4'-6" BOTTOM OF SLAB - 2'-0" #5 VERTICAL @ 48"O.C. #5 HORIZONTAL W/ 24" LAP #5 CROSS TIES POURED CONCRETE WALL POURED CONCRETE FLOOR / FOOTING WET SET POST BRACKET FIN. FL. ELE. 100.00' TOP OF WALL - 4'-0" #8@12" O.C. E.W. 1'-4"6"4"BOTTOM OF GRAVEL - 2'-8" #8@12" O.C. E.W. WALL SECTION-D SCALE-1"=1'-0" BOTTOM OF WALL -4'-6" BOTTOM OF SLAB -2'-0" BOTTOM OF SLAB -2'-0" COMPACT GRAVEL FILL COMPACT GRAVEL FILL #5 TURN UP AND DN @ 48" O.C. 2" 4" 2" 4"8"8"COMPACT GRAVEL FILL COMPACT GRAVEL FILL 6"8"6"6'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-0"1-1/2" A.B.6'-1"1'-0"1'-0"1'-0"1'-0"1'-0"7"1-1/2" DIA A.B. W/ 3" X 3" X 1/4" WASHER 3'-0"#6 VERTICAL WELD PLATE-REFER TO SHEET S200 1" DIA. A.B. W/ 2" X 2" X 1/4" WASHER NOTE: BOTTOM OF FOOTING TO BE A MIN. OF 36" BELOW GRADE NOTE: BOTTOM OF FOOTING TO BE A MIN. OF 36" BELOW GRADE NOTE: BOTTOM OF FOOTING TO BE A MIN. OF 36" BELOW GRADE DRAWN BY: JB DATE: 08/29/31 REV:10/26/22 REV:11/23/22 REV: 12/30/22 REV: 03/03/23 SHEET:PROJECT INFO: S300 ARCHITECTURE + INTERIOR DESIGN CARMEL-317-556-4410 KOKOMO-765-437-3254 WWW. MAWRDESIGN.COM CERTIFICATION IRVING MATERIAL INC. 4700 W. 96TH ST. INDIANAPOLIS, IN. 46268 FOUNDATION SECTIONSOWNERS: PROPOSED 4,311 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268