Loading...
10-1175-023WALL FOOTING SCHEDULE REINFORCING MARK SIZE CONTINUOUS TRANSVERSE REMARKS WxLxD BOTTOM TOP BOTTOM TOP MASONRY WALL SCHEDULE MARK THICKNESS f'm VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS IN GROUTED CELL 8" 1,500 #5 0 48" D.C. No. 9 LADDER TYPE HOOK VERTICAL REINFORCING (K� 0 16" D.C. INTO CONCRETE TIE BEAM IN MORTAR JOINT FOUNDATION ZFLOOR PLAN NOTES:, COLUMN SCHEDULE 0 3. TIE COLUMNS AREQL—)1U.N.O. 4. 4" CONCRETE SLAB ON VAPOR BARRIER OVER WELL REINFORCING COMPACTED FILL REINFORCED W/ 6x6 — W1.4 x W1.4 MARK SIZE 5. FOR GENERAL NOTES, SEE SHEET S-1. REMARKS WINDOW SILLS: PROVIDE 8" x 8" CONCRETE CAP REINF. WITH 2 #5 DOWELS VERTICAL TIES ADJACENT COLUMNS OR FILLED CELLS (TYP.). U LL CD ~—| | | ' CL |' u— | . IN MORTAR JOINT FOUNDATION ZFLOOR PLAN NOTES:, | 0 3. TIE COLUMNS AREQL—)1U.N.O. 4. 4" CONCRETE SLAB ON VAPOR BARRIER OVER WELL | ' COMPACTED FILL REINFORCED W/ 6x6 — W1.4 x W1.4 ISOLATION WELDED WIRE FABRIC PLACED 1" FROM TOP. 5. FOR GENERAL NOTES, SEE SHEET S-1. 6. WINDOW SILLS: PROVIDE 8" x 8" CONCRETE CAP REINF. WITH 2 #5 CONTINUOUS. EXTEND THE BARS 6" MINIMUM IN THE ADJACENT COLUMNS OR FILLED CELLS (TYP.). LPROVIDE (;2) 30"x3O"] #5 BARS AT ALL FOOTING CORNERS 1"-4" | 8`-8Y2" 1,-4~ 11°-7" -------r' 6O`—O" TI I V-510 101-61f | � = l | | | ~ | / . | � � ' | } ` mum = _ | m _ _ v _. — | 0 | � | 6 | ' ISOLATION ` | JOINT (TYP.) | U LL CD ~—| | | ' CL |' u— | . ^ . | ~* . | Ln T------ -- -- | to � mu | . | | | 't 1 75 | � - rEN ~� [TYP.) � ^ ' " | | ' ' y VF-18 | IN 41-4%to 4°—O° 7^-1OY° | 4^-0° | ' 4^-43/4 ^ mi � | � � UJ > 0 LL U LL CD CL c Ln to 1 75 < mm� u Job No. 100481 Date 11 /22/101 >