10-722-005SOIL STATEMENT
1. INSPECTION OF SITE INDICATES UNDISTURBED SAND AND ROCK
BY VISUAL INSPECTION. DESIGN BASED ON SOIL BEARING
CAPACITY OF 2000 PSF. SHOULD OTHER CONDITIONS OR
MATERIALS BE ENCOUNTERED, THE ARCHITECT SHALL BE
NOTIFED IN WRITING BEFORE PROCEEDING WITH THE WORK.
2. THE SITE SHALL BE STRIPPED OF ALL ORGANIC TOPSOIL, ROOTS,
DELITERIOUS MATERIALS UNDER PROPOSED BUILDING.
Proposed Foundation Plan
SCALE: 1/4"=l'-O" ry
O
Z
El
FOUND. SCHEDULE
COLUMN SCHEDULE
WF -12 8 "x12" CONC. SCOOP FTG.
C1 NEW 4 "x4 "x5/16"
W/ 1 - #5 CONT.
THICK STEEL COL.
FAI
L
cD
r-
• • •
SEE FOUND. PLAN
NEW 4 "x4 "x5/16"
THICK STEEL COL.
W/ 10 "x 10 "x 1 /2"
THK. BASE PLATE
W /(4) 5/8" DIA.
X V -4" ANCHOR
BOLTS
NEW 4" THK.
CONCRETE SLAB
1" THICK
GROUT
CONCRETE PAD
W/ 4 - #5 EA. WAY
TOP & BOTTOM
(SEE FOUND. PLAN
FOR SIZE)
Conc. Pad Detail
SCALE: N.T.S.
CIT gu Y ILDING DET MIAMI
gTRUCTURAL SECTION
.,•PROVED 9Y:. ;
r
GUILLERMO
RAMON
GONZALEZ
9000 S.W. 168TH AV
MIAMI, FL. 33196
(305) 484 -8171
GUILLERMO R. GONZALEZ
FL. REGIS-r. # ARl3960
U)
PROJECT NAME
ZAS LO W
REMODELING
6200 SW 78TH ST
SOUTH MIAMI, FLA 33143
# DATE ISSUE
A09/12/10 CITY COMMENT
SHEET TITLE
PROPOSED
FOUNDATION
PLAN AND
D ETAI LS
DATE: 06/20/10
DRAWN BY: G.G.
CHECKED BY: G.G.
JOB No. 03 -0010
SHEET NO.
A -2