Engineered Solutions of Georgia

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

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

2 SK-3

NOTE 1

1'-0"

NOTE 2

1 SK-3

NOTE 3

EQ EQ 1'-6" EQ EQ

NOTES:

1. INDICATES LOCATION OF RESISTANCE PIERS WITH RETROFIT FOUNDATION BRACKET. EACH PIER SHALL PROVIDE 8k ALLOWABLE BEARING CAPACITY (12k ULTIMATE w/FACTOR OF SAFETY OF 1.5 FOR TEMPORARY SUPPORT). 2. INDICATES LOCATIONS OF SOIL TIE-BACK NAILS. EACH TIE-BACK SHALL PROVIDE MINIMUM ALLOWABLE PULLOUT CAPACITIES PER SKETCH 1/SK-2. LOCATIONS ARE ALSO DESIGNATED ON 1/SK-2. 3. INDICATES EXTENT OF SHOTCRETE WALL. SEE 1/SK-2 FOR A WALL ELEVATION & VERTICAL DIMENSIONS. 4. THIS SHORING PLAN ASSUMES THAT THERE EXISTS A CONCRETE STEM WALL AS SHOWN ON PLAN 2/S-2 & SECTION 4/S-5 OF THE ORIGINAL STRUCTURAL PLANS FROM PFAU ENGINEERING DATED 6/15/88. SHORING PLAN MAY HAVE TO BE ADJUSTED IF ALTERNATE CONDITIONS ARE DISCOVERED DURING EXCAVATION.

1756 Old Peachtree Road Duluth, GA 30097

ADDITION TO

1 SK-2

Old Peachtree Presbyterian Church

CLASSROM BUILDING SLAB ON GRADE

SCALE

DRAWN BY MS

3/16"=1'-0"

DATE

CG

2'-0"

8/21/2014

NOTE 4

TITLE

FOUNDATION SHORING PLAN

DRAWING NUMBER

SCALE: FOUNDATION SHORING PLAN 3/16"=1'-0"

1 SK-1

SK-1