05-1298(2)-029FOUNDATION NOTES.,
SOIL STATEMENT:
BASED ON VISUAL INSPECTION ON SITE THE 501E 15 SAND
LIMESTONE FRAMGMENTS WITH AS APPARENT 2000 PSF
MINIMUN SOIL BEARING CAPACITY.
AT THE TIME OF CONSTRUCTION A LICENSED ARCHITECT OR
PROFESSIONAL ENGINEER SHALL SUBMIT TO THE BUILDING
OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN
055ERVED AND THE FOUNDATIONS CONDITIONS ARE 81MILAR
TO TH08E UPON WHICH THE DESIGN 18 BASED.
LEGEND
NEW 6' REINF. MASONRY BLOCK WALL
DENOTES I W-7 VERT IN BLOCK CELL IN BLOCK
BW-I CELLS FILLED WITH CONC. GROUT. SEE PLANS
FOR LOCATION.
NEW CONC. FOOTING, SEE SCHEDULE ON SHEET 8-4
'TE' DENOTES 12'x5' THICKENED EDGE WITH 2 05 CONT.
'TE-I' DENOTES I13'x12' THICKENED EDGE WITH 2 S T. 4 B. CONT.
NOTES:
1. TOP OF FOOTING EL. -2'-0' UNLESS OTHERWISE
NOTED THUS =
2. CONTRACTOR MUST COORDINATE ALL DIMENSIONS WITH
ARCHITECTURAL DRAWINGS AND IN THE FIELD.
3. FOR FOOTING, COLUMN t BEAM SCHEDULE SEE SHEET 0-4
4. ELEV. 0'-0' REFERS TO +12.66' N.G.V.D.
PROVIDE DOUBLE MESH
AT STEEL COL.
LOCATIONS, 5'-0' LONG
EACH DIRECTION.
--x —x —a —x —• i
ST-2, SEE SCHEDULE
AND PLANS
4' CONC. SLAB RE INF.
W/6x6—W1.4xW1.4 WWM.
3' CONC. COVER /
ALL AROUND // OL TOP OF SLAB
x x x EL. 0' -0'
—IIIIII—IIIwi
=III_ i —I
11/2' HIGH STRENGTH --
GROUT ° °a
4 II'. II
e`
F-65, SEE FOOTING
SCHEDULE FOR REINF. °
MINIMUM EDGE DISTANCE —
FOR 1/4 4 TAPCONS.
21/Z ,
k-t=
2x4 P.T. CONTINUOUS -
BUCK (MINIMUM SIZE)
SECTION
SCALE : 3/4' = I' - 0'
_ MINMUM EDGE DISTANCE
FOR WOOD
IN.
MASONRY BLOCK WALL
TOP OF FTG.
EL. - 2'-0'
WELL COMPACTED FILL
VAPOR BARRIER
TC TC
� I WF-16 I
�- Dr111FFFA—
TC� .0
ri
11
NQ 1 11 YTO10 OF SLAB
�p I 11 4' CONC. SLAB
REINF. WITH 2
I I LAYERS OF 6'x6'
tC 1 11 WIA-WIA W.W.M.
L-- J(TC
1i4'0 x 3' TAPCONS SPACED W
FROM EACH CORNER AND
THE REST is W c/c. MAX.
TYPICAL W001D BUCK TO MA60NR1'
SLOCK CONNECTION DETAIL
OUNID AT I ON PLAN
SCALE:
L.---.-----1
— — — -
I a
m
fn
I '
TTC
v
I
11JF -16 I
JOHN R, NIE:DINA & ASSOC
ARC H ITI=CTS
4901 S. W.75th Aven! E
J'Aami, Flarida 3315
T 305.740.055�
F 305.740.535�
jrmainc y delisouth,ne
REVISIONS DATE
�,rcr al ncs and=pecfco, ors as ns n-,rren' of
_er, ce are and sholl rernlan the procar , of
-he=.rch,'ecr and shall rsrncin'he arccer';
of he ;rah'sct ,,he her',he orciec` 7or
+n ch °hey , ere rno e s execu`ed or not.
`. hey Ore no -''a Ce Lned -n any manner an
G her ti.rGleGi or ex ens,ons 'G �hs projeCf
excsp' by agreement I❑ „rrl ng and --r'h he
oporcpro'ecernpensa`Gn',0 he:,rch'rec`.
Reprod_cfcn ct dra rugs and
specflcot cns - -hout''ne . rrT`-n ccnsen' of
he ."ChL,CCt s r
SECOND FLOOR PLAN
0
3Y
MR & MRS. PIN(
RESIDENCE.
TAR. & MRS. PING
A86.4 SW 6.8 th ST.,
"t,icmi, FL 331.55
Mir. Petrick Espincsc,
SCALE; 3/ 16'= F-Q"
DATE; 02-05
DRA , N; CAP