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HomeMy WebLinkAbout4110S402.pdf41 1 0 S 4 0 2 . d w g MA R C H 3 , 2 0 1 5 4110 ISSUED FOR 50 % ISSUED FOR REDLINE REVIEW RECORD DRAWINGS ISSUED FOR PERMIT KICK OFF MEETING FINAL APPROVED PLAN ISSUED FOR BID GETGO, LLC. -- KAB 3550 THE BRIDGES CARMEL, INDIANA 03/03/15 02/25/15 03/03/15 -- 01/23/15 -- 03/03/15 TFB S402 3/3/15 S402 10 S402 6 3/4" = 1'-0" DETAIL S402 7 S402 8 S402 9 S402 11 3/4" = 1'-0" DETAIL 10"10" 10 " 10 " HSS COLUMN (SEE SCHEDULE) BASE PLATE (SEE SCHEDULE) CONC. SPREAD FTG. (SEE SCHEDULE) 20" x 20" CONC. PIER & #3 CLOSED TIES @ 8" O.C. REINF. W/ (4) #5 VERT. BARS 14" CMU FOUNDATION WALL CONC. WALL FTG. (SEE SCHEDULE) S402 12 3/4" = 1'-0" DETAIL 3/4" = 1'-0" DETAIL 3/4" = 1'-0" DETAIL 3/4" = 1'-0" DETAIL 3/4" = 1'-0" DETAIL A 1'-2" EMBED. IN CONC. WALL FTG. EXTEND #5 BAR, 25' LONG, UNSPLICED THRU CONC. PIER 1'-0" ABOVE FIN. FLOOR ELEV. W/ STANDARD HOOK. COORD. LOCATION W/ ELECTRICAL TRADE REFER TO SECTION 7/S402. (SEE ARCH. DWGS.) MASONRY VENEER (SEE SCHEDULE) CONC. WALL FTG. CONT. 7/16" OSB SHEATHING S402 7 WOOD STUD WALL (SEE PLAN) 3' - 6 " M I N . ELEV. FIN. GRADE (SEE ARCH. DWGS.) EXTERIOR PAVEMENT (SEE ARCH. DWGS.) CONC. WALL FTG. 4" MASONRY VENEER (SEE ARCH. DWGS.) ELEV. T/FTG (SEE PLAN) 14" CONT. BOND BEAM (GROUT SOLID) 14" CMU (GROUT SOLID) #5 DOWELS @ 48" O.C. SEE SCHEDULE CONC. SLAB-ON-GRADE 1/2" ISOLATION JOINT @ 16" O.C. 2x6 WOOD STUDS 8 FOOTING REINF. (SEE SCHEDULE) 1'-4 3/4" 1'-2" SE E SC H E D U L E WALL CLADDING (SEE ARCH. DWGS.) OUT FACE OF VENEER INSIDE FACE OF STUD CONT. 7/16" OSB SHEATHING (SEE SCHEDULE) 1' - 0 " #5 BAR, 25' LONG UNSPLICED. EXTEND 1'-0" ABOVE FIN. FLOOR W/ STANDARD HOOK CONC. WALL FTG. (SEE SCHEDULE) A 6"x6" CONC. PIER THRU CONT. SILL PLATE (TREATED) @ 32" O.C. (1 1/4" MIN. EMBED.) 3/8" DIA. HILTI HLC SLEEVE ANCHORS ELEV. T/ MASONRY (SEE ARCH. DWGS.) EQ.EQ. STONE SILL (SEE ARCH. DWGS.) 4" SOLID CMU 2x4 WOOD STUDS (SEE ARCH. DWGS.) 3 10" 10"3'-7" 10"10" 10 " 10 " 14" CMU FOUNDATION WALL CONC. WALL FTG. (SEE SCHEDULE) HSS COLUMN (SEE SCHEDULE) BASE PLATE (SEE SCHEDULE) 20" x 20" CONC. PIER REINF. W/ (4) #5 VERT. BARS & #3 CLOSED TIES @8" O.C. HSS COLUMN (SEE SCHEDULE) BASE PLATE (SEE SCHEDULE) 20" x 20" CONC. PIER REINF. W/ (4) #5 VERT. BARS & #3 CLOSED TIES @ 8" O.C. (SEE SCHEDULE) (SEE SCHEDULE) CONC. SPREAD FTG. CONC. SPREAD FTG. 4" SOLID CMU 10 " 10 " HSS COLUMN (SEE SCHEDULE) BASE PLATE (SEE SCHEDULE) CONC. SPREAD FTG. (SEE SCHEDULE) 14" CMU FOUNDATION WALL CONC. WALL FTG. (SEE SCHEDULE) 20" x 20" CONC. PIER REINF. W/ (4) #5 VERT. BARS & #3 CLOSED TIES @ 8" O.C. WOOD POST (SEE PLAN) 10"10" 10"10" 10 " 10 " 14" CMU FOUNDATION WALL CONC. WALL FTG. (SEE SCHEDULE) HSS COLUMN (SEE SCHEDULE) BASE PLATE (SEE SCHEDULE) 20" x 20" CONC. PIER REINF. W/ (4) #5 VERT. BARS & #3 CLOSED TIES @ 8" O.C. (SEE SCHEDULE) CONC. SPREAD FTG. 10" 10 " 10" 10 " 14" CMU FOUNDATION WALL HSS COLUMN (SEE SCHEDULE) BASE PLATE (SEE SCHEDULE) CONC. WALL FTG. (SEE SCHEDULE) 14" CMU FOUNDATION WALL 20" x 20" CONC. PIER REINF. W/ (4) #5 VERT. BARS & #3 CLOSED TIES @ 8" O.C. (SEE SCHEDULE) CONC. SPREAD FTG. 14" CMU FOUNDATION WALL S404 21 FOUNDATION WALL 12" CMU S404 20