Engineered Solutions of Georgia

EXISTING EXTERIOR WALL FRAMING

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

CLASSROOM BUILDING

2260 Northwest Parkway - Suite H - Marietta, GA 30067 (678) 290-1325

EXTERIOR GRADE

1

2 "x8"x0'-8" BEARING PLATE w/ 1 1 4 ‘ &(17(5(' +2/(

4" MIN.

EXISTING FOOTING

NEW FOUNDATION SUPPORT BRACKET MECHANICALLY FASTENED TO EXISTING PERIMETER FOOTING. SEE 1/SK-1 FOR SPACING.

2"

TITAN 30/16 ROD (TYP.) w/ TITAN THREADS 5'-0" SECTIONS

1756 Old Peachtree Road Duluth, GA 30097

6x6-W2.9xW2.9 WELDED WIRE MESH 3,000 psi SHOTCRETE MIX

ADDITION TO

UNBONDED LENGTH SEE 1/SK-2

LOCATION AS SHOWN ON 1/SK-2

BOND LENGTH SEE 1/SK-2

ƒ

Old Peachtree Presbyterian Church

RESISTANCE PIER LEAD SECTION ADVANCED TO A DEPTH TO REACH 12k ULTIMATE LOAD BEARING CAPACITY

MS

SCALE

SPHERICAL COLLAR NUT (TYP.) (PART T30-0362)

DRAWN BY

AS SHOWN

CG

DATE

8/21/2014

5,000 PSI GROUT AREA

SCALE: SECTION @ RESISTANCE PIER 3/4"=1'-0"

1 SK-3

COUPLING @ 5'-0" o/c (PART T30-0355)

NOTES: 1.

ULTIMATE LOAD FOR EACH MICRO-PILE ANCHOR IS SHOWN ON 1/SK-2 2. TOTAL BONDED LENGTH & UNBONDED LENGTH ARE SHOWN ON 1/SK-2

TITAN 30 CENTRALIZER @ 10'-0" o/c (PART P30-007) TITAN CROSS-CUT 90 BIT (PART T30-0348)

TITLE

SCALE: SECTION @ TIE-BACK SOIL NAIL 1/2"=1'-0"

2 SK-3

PIER & TIE-BACK DETAIL

DRAWING NUMBER

SK-3