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NOTE: CONTROL JT., SAW CUT OR USE 1/i"
4 DRILL is EPDXY INTO FOR CJ I ACATiON FOUNDATION PLAN PREFORMED INSERT. FILL CUT w/ JT. w
{3)4 CONT. T -BOLT FILLER FLUSH w TOP OF SLAB r •
EXIST. SLAB 0 12" O.C. 20» 2) SAW CUT JT. WITHIN 12 " " V . N r •
• , u• u v V N w u u •
" N w "
MATERIAL: { CONC. SLAB, SEE
w/ MIN. 4 1/2" EMBED. (2)4 CONT.
14. -GA, HOURS OF POURING CONC. PLAN FAR REINF. 5x1' -0" DOWELS O 12" ��� • """ ` w
DRILL EPDXY INTO
EXIST. SLAB T(1) 4 CANT, EEXIST. FDN. w /I
COORD. SLAB E.F. EMBED. SLAB
6 G N V ` z u c • c
DEPRESSION DEPRESSION , * VAPOR BARRIER _ N • c o
CONC. SLAB, w CRUSHED STONE I =ITI =1 I N . w
w/ ARCH. w/ ARCH. vi � r� CONC. SUIB> �>3 "' V • w •
I - # F.F.E. SEE PLAN / CF - � I I SEE PLAN. 1 `r u r " • w ". c r r e • • + a { { w r •
a MATCH
EXIST.
1'--0"
1'--0"
SECTION 1
SCALE: 3/4" = 1' -0" S2.0
GENERAL NOTES
1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL.
EXISTING FOUNDATION PLAN
�_� V'e - r-a•
CB �—
(DC-
9
SECTION 2
SCALE: 3/4" = 1' -0" 52.0
I
SEE
C
NUT
ANCHOR BOLL
BODY: 19"x20" 14 -GAUGE PLATE
{4) T -BOLTS 1/2' -13x3 3/4"
4 }) t/2 -t3 COUPLING NtrrS
4 1/2- 13x1" REG BOLTS
*SAFE FURNISHED BY OWNER AND
INSTALLED BY MANUFACTURER.
SECTION 3
SCALE: 3/4" = 1' -0" 52.0
CONTROL
JOINT — 'A'
NOTE: CONSTRUCTION
JOINTS MAY BE USED 0
c. ^ }, r.���_
DISCONTINUE REINF.
2" EA. SIDE
CONTROL JOINT LOCATIONS
ONLY, UNLESS NOTED
CONC: SLAB, SEE
OTHERWISE.
PLAN FOR REINF.
PREMOLDED
f.ONST. JT: ---«^
VAPOR BARRIER
I I ICI 11-1
SEE PLAN
I 1 =1 it
CRUSHED STONE
CONSTRUCTI
JOINT -- '
SECTION
documents were prepared by me or under
4
SCALE: 3/4" = 1' -0" S2.0
SECTION 5
SCALE: 3/4" = 1' -0" S2.0
,B
V
MOHAMMAD R. SERAJI P.E.
132 9WW MM Mr MM tEXIMG1eM, KY 443N
PHONE' >&56) M -1679
FAX (959) 226 -4512
E—MAIL rYRAMIDC3E90X.NEr
P.C.S.Q. Job • 06- 146.04
Seal'
✓'
c. ^ }, r.���_
Pte'
!""1
5
I hereloy certify that these engineering
documents were prepared by me or under
my direct persons! supeniision snd that I
-am -« Auiy licensed Pnisssionsi EEngineor
under the laws of the State of Florida.
Signatu - `��,�•
-go—hammadR,�
Serap
Reg. No. 505519
Data: I i
My registration expires FoYrusry 29, 2007
Mark S. Eggl
Architect
211 East Broad Street Greenville, SC 29601
T. 864.232.8200 F. 964.232.7597
Project
19-1 U4 E3LL
South Miami, FL
Project Number 06165
Drawn By B.M.R.
Checked By MRS.
Date 01 Dec. 06
Revisions
Drawing
Existing
Foundation
Plan, '
J f
S2.0