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HomeMy WebLinkAboutS0.01 COLUMN SCHEDULETYPE II 1/4 1 1/2"7 1/2"7 1/2"1 1/2"1/4 1 1/2" 7 1/2" 7 1/2" 1 1/2" TYPE I 1/4 1 1/2" 4 1/2" 4 1/2" 1 1/2" 1 1/2"4 1/2"4 1/2"1 1/2"1/4 1 1/2" 4" 4" 1 1/2" 1 1/2"4"4"1 1/2"1/4 1 1/2" 5 1/2" 5 1/2" 1 1/2" 1 1/2"5 1/2"5 1/2"1 1/2"HSS5x5 HSS6x6 HSS8x8 1/4 1 1/2" 3 1/2"3 1/2" 1 1/2"1 1/2"3 1/2"3 1/2"1 1/2"HSS3 1/2x3 1/2 P24 2' - 0"2' - 0"24" SQ. CONC. PIER w/ 4 #8 VERT. & #3 TIES @ 10" o.c. PROVIDE (3) ADD'L #3 TIES @ 2" o.c. @ TOP OF PIER CLR. 1 1/2" P20 1' - 8"1' - 8"20" SQ. CONC. PIER w/ 4 #7 VERT. & #3 TIES @ 10" o.c. PROVIDE (3) ADD'L #3 TIES @ 2" o.c. @ TOP OF PIER CLR. 1 1/2" ANCHOR BOLT TYPE 1 ASTM F1554 GRADE 36 HEAVY HEX NUTS PL. WASHER T.O.CONC.PROJECTIONEMBED8"3/4" ØTHREAD ANCHOR BOLT TYPE 2 ASTM F1554 GRADE 55 HEAVY HEX NUTS PL. WASHER T.O. CONC.THREAD1" Ø PROJECTIONEMBED1' - 8"BASE PL PLATE WASHER w/ STANDARD HOLE GROUTN.S.ANCHOR ROD, SEE COL. SCHEDULE BASE PL PLATE WASHER w/ STANDARD HOLE GROUTN.S.ANCHOR ROD, SEE COL. SCHEDULE ANCHOR ROD Ø BASE PLATE HOLE Ø PLATE WASHER SIZE 3/4" 1 5/16" 1/4x2x2 1" 1 13/16" 3/8x3x3 1 1/2" 2 5/16" 1/2x3 1/2x3 1/2 2" 3 1/4" 3/4x5x5 FOUNDATION PLAN FOUNDATION PLAN 100' - 0"100' - 0" SECOND FLOOR FRAMING SECOND FLOOR FRAMING 111' - 6 1/2"111' - 6 1/2" ROOF FRAMING ROOF FRAMING 126' - 0 1/2"126' - 0 1/2" Column Locations A-1, A-8 A-2, A-3, A-4, A-5, A-6, A-7 B-1 B-8 C-1 C-2, C-3, C-4, C-5, C-6, C-7 C-8 D-1 D-2.2 E-1, E-2.2, F-1, F-2.2 Y-21, Z-20 Y-22, Y-24, Y-26, Y-27, Y-28, Z-22, Z-23, Z-25, Z-27, Z-28W12X53HSS6X6X1/4W12X53W12X53W12X53HSS8X8X3/8W12X53HSS6X6X1/4HSS6X6X1/4HSS5X5X1/4Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type I 3/4x12x12 (4) 3/4" Diam. 8" Embed. Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type I 3/4x12x12 (4) 3/4" Diam. 8" Embed. Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type I 3/4x12x12 (4) 3/4" Diam. 8" Embed. Type I 3/4x12x12 (4) 3/4" Diam. 8" Embed. Type I 3/4x11x11 (4) 3/4" Diam. 8" Embed. HSS3-1/2X3-1/2X1/4Type I 3/4x10x10 (4) 3/4" Diam. 8" Embed.HSS3-1/2X3-1/2X1/4Type I 3/4x10x10 (4) 3/4" Diam. 8" Embed. BP TYPE SIZE A. BOLT SIZE A. BOLT EMBED BP TYPE SIZE A. BOLT SIZE A. BOLT EMBED ISOLATION JOINT (E) 2x6 WOOD STUDS EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE SEE FDN PLAN (E) CMU FDN WALL ISOLATION JOINT HSS COL. EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE SEE FDN PLAN (E) CMU FDN WALL GROUT (E) FDN WALL 100% SOLID @ COL. 1" N.S. GROUT (2) 5/8" DIAM. THREADED RODS. DRILL & EPOXY (6" EMBED.) 5 1/4"1' - 0"2"4"4"2"2 5/8"2 5/8" 1/4 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 COLUMN SCHEDULE 04 MARCH 2022 S0.01SPC JPF WRH MEDVET CARMEL -ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0' 6" 1' 2'3" SCALE: 3/4" = 1'-0" A BASE PL. DETAILS TYP. COLUMN BASE PLATE TYPES 0' 1' 2' 3'6" SCALE: 1/2" = 1'-0"B PIER DETAILS 0' 6" 1' 2'3" SCALE: 3/4" = 1'-0"C SECTION N.T.S. Column Schedule 0' 6" 1' 2' 3" SCALE: 3/4" = 1'-0" 1 SECTION 0' 6" 1' 2'3" SCALE: 3/4" = 1'-0"2 SECTION 07/13/22