Crawlspace

MAIN LEVEL WALL FRAMING EXISTING FLOOR BEAM

NEW 3" DIAM. SCHED. 40 ADJUSTABLE STEEL POST, SECURE AT TOP

NEW 3000 psi CONCRETE FOOTING: MIN. 18"x18"x1'-2" DEEP w/ (3) #4 EACH WAY.

EXISTING SLAB

3" CLR.

3" CLR.

HELICAL PIER LEAD SECTION ADVANCED TO A DEPTH TO REACH THE TARGET LOAD-BEARING CAPACITY.

NOTES: 1. DESIGN IS BASED ON A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. CONTRACTOR/OWNER TO VERIFY EXISTING CONDITIONS. 2. POSTS MAY REQUIRE ADD'L ADJUSTMENTS AFTER FOOTING SETTLES INTO PLACE.

DRAWN BY

NEW CON PIER WITH POST AND FOOTING

RS

SCALE

3/4" = 1'=0"

o f G e o r g i a Foundation Repair & Waterproofing

DATE

7/19/2017

This drawing is the sole property of Engineered Solutions of Georgia. Reproducing or copying this drawing, in whole or in part, is prohibited without the express written permission of Engineered Solutions of Georgia. It is only to be used for the project designated herein and may not be used for any other project. It is to be returned upon request.

DRAWING NUMBER

SK-1