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HomeMy WebLinkAbout17080206.39' POU BASEMENT 70'-S" FIN. FLR. _ GARAGE SLAB GARAGE SLAE3 t3" WALL z 83" WALL 0 N 15"xt3" DEEP � 15'x8' DEEP 4-) 10 CONC. FOOTING � co W U D (D GARAGE SLAG I -JOIST W W _ 4 BRICK LEDGE o 5"STONE LEDGE � >1 10" WALL N \� � WATER 183"xt3" DEEP PROOFING 15"x83" DEEP/ \ O � CONC. FOOTING t f I—JOIST L I 5 STONE LEDGE co I N WATER PROOFING 183"x83" DEEP CONC. FOOTING I -JOIST BRICK VENEER 83' CONC. WALL FOUNDATION. (2) #5 EARS CUNT HORIZONTAL I � EISM`T. WALLS � I WATER PROOFING PERIMETER DRAIN 4" CONC. SLAB 15"x83" DEEP04 '-t- Z CONC. FOOTING v> w 0.1� -N r74N GA.: AGE SLAB� I -JOIST EXP. JOINT O CD (2) #5 BARS CONT. HORIZONTAL 83SM'T. WALLS WATER PROOFING PERIMETER c- 4" CONC. SLAG DRAIN W 15"x83" DEEP �' ^ CONC. FOOTING ^v,♦ W I -JOIST n� STONE VENEER 10" CONC. WALL W FOUNDATION. ...L i (2) #5 BARS CUNT. HORIZONTAL BSM'T. WALLS WATER PROOFING PERIMETER DRAIN 4" CUNC. SLAB` 18"x83" DEEP O CONC. FOOTING FOUNDATION SECTIONS SCALE: 1/4"=l'—O" FOUNDATION NOTES: 1. ALLOWABLE SOIL PRESSURE 2000 PSI. 2. FLOOR SLAB AREAS TO BE COMPACTED TO 95% MAX. DRY DENSITY, 3. STANDARD BASEMENT AND GARAGE SLAB TO BE 4" CONCRETE ON 4" GRAVEL FILL. 4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500 DRAWN BY PSI, SLABS 3500 PSI. rPl CHECKED BY 5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW LOCAL FROST LINE. SEE DETAILS. DATE 5. PROVIDE ANCHOR BOLTS 1/2"DIA. x 10" STARTING 01.12.2015 5" FROM EACH CORNER © 5'-0" U.C. AND AT SHEET N0, EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE FOUNDATION PLAN- SCALE: 1/4"=V-0" 08.07.2017