05-1298-006•d i 8'x8' CONC. CAP
REINF. WITH 2 #5 CONT.
05 VERT. 6 45' c/c IN
BLOCK CELLS FILLED
[IM—WITH CONIC. GROUT.
a
8'x8' CONC. SILL I • I • REINF. WITH 2 +5 CONT.
6' GONG. SLAB
REINF. WITH 04 ,w12' B.
EACH WAY.
e
' a
"1 191
d °
0
a
SCHEDULE —18-2, SEE SCHEDULE
° a
SECTION 1 0
SCALE 3/4" = 1' - 0' -
•
d d
• d
°
d ° �-
4' CONIC. SLAB, 8 d d
REINF. WITH 6'x6' •
WIAxWIA WwM. °
• � d
°
d �
°
d
x x x- x -� x x d x x x— !I- x ° x
°d
d
dZSCHEDULE
d MF-20, SEE
VAPOR BARRIER
2 '5 CONT.
WELL COMPACTED FILL
4x12 RIDGE BEAM
%' 0 THRU BOLT.
3x8 RAFTERS i 3x8 RAFTERS
-------- — — — — —+ -------------�
r
A,& I ,�
r
I
DETAIL A
11/2' = 1'-0' S -
fE WASHER 1/4'x3'x3'
4x12 WOOD BEAM
(NON -DENSE
SELECT STRUCTURAL)
iv
1/2'It THRU BOLT II
WELDED TO i `9
STEEL ANGLE la ==ti -
L J'x5'xl0'x0'-3? LONG J � � �� TC-1, REINF. NOT SHOWN
WITH (2) VP HEADED -I --�L FOR CLARITY.
STUDS SHOP WELDED AS
SHOWN.
DETAIL �
d
ITB-I, SEE
SCHEDULE
S GAGE JOINT REINF. o
16'c% (LADDER TYPE)
-05 VERT. a 48' c/c IN
BLOCK CELLS FILLED
WITH CONC. GROUT.
5' CONIC. SLAB
REINF. WITH 04
-v12' B. EACH WAY.
03 EACH
NOSING °
• - ° d 04 612' B. (TEMP.)
EXTEND 4' INTO
WALL EACH END
•
S 04' B.
1TB-3, SEE
SCHEDULE
05 VERT. is 46' c/c IN
BLOCK CELLS FILLED
WITH CONIC. GROUT.
EL: -0'-6'
TOP OF SLAB
SE CT I ON rl 2
SCALE 3/4' = 1' - 0'
SHIM AS REQUIRED
J'# THRU BOLTS
(COUNTERSUNK)
7 [!
8'x8' CONC. CAP
REIN. WITH 2 05 CONT.
S GAGE JOINT
REINF. a lro'c%
(LADDER TYPE)
IS VERT. a 48' c/c IN
BLOCK CELLS FILLED
WITH GONG. GROUT.
• TOP OF BEAM
• • RT5_1, SEE
SCHEDULE
9 GAGE JOINT
REINF. 0 16'c%
(LADDER TYPE)
STRUCTURAL)
ELEVATION A -A
11/21- 1'-0'
COX PLYWOOD WITH 10d
NAILS 04' c% EACH SUPPORT
3x8 WOOD RAFTERS 121/ I'
® 24' c/c
2x P.T. BLOCKING
BETWEEN RAFTERS Ti I TT
(2) 1/2'0 THRU BLOTS—
(1) 1/2'10 HILTI KWIK BOLT
(31/2' MIN. EMBEDMENT)
1x6 T. t G. SHEATHING WITH (2)
10d NAILS EACH SUPPORT.
Na' COX PLYWOOD
SHEATHING WITH 10d NAILS
a 4'c% ALL SUPPORTS
EL:
TOP OF SLAB
�-L 1/4'x4'x6' x 0'-4V2'LONG.
P (LONG LEG VERT.)
SHIM AS REQUIRED
R5-8, SEE SCHEDULE
PETAIL
3/4"=
EL: +22'-11'
TOP OF SLAB
0
S' CONC. SLAB,
SEE PLANS
FOR REINF.
EL: +Iro'-0'
TOP OF SLAB
d d
° d
a°
05VERT. 1048' c/c IN -
BLOCK CELL FILLED
WITH CONC. GROUT.
4, EL: +11'-1' 15-8, SEE SCHEDULE
TOP OF BEAM
2x4 PURLING a 24' c
WITH (2) 12 GAGE x5'
LONG WOOD SCREW;
EACH 3x8 RAFTER
(TYP.)
'S VERT. IV 48' c% IN -
BLOCK CELLS FILLED
WITH CONIC. GROUT.
6' CONC. SLAB —
REIN. WITH 04
012' B. EACH WAY.
1T5-1, SEE -
SCHEDULE
b • 8'x8' CONC. CAP
REINF. WITH 2 05 CONT.
V CONC. SLAB, SEE
PLANS FOR REINF.
a
° d
° d
d .
d
RT15-3, SEE SCHEDULE
05 DOWELS 0 46' c/c IN
BLOCK CELLS FILLED
WITH CONC. GROUT.
18-3, SEE_
SCHEDULE
SECTION
SCALE 3/4' = 1' - 0'
DRILL 3/¢'0 HOLES x4'
DEEP AND FILL WITH HILTI
HIT EPDXY GROUT.
RT5-8, SEE SCHEDULE
0
10' CONC. SLAB, SEE
PLANS FOR REINF.
I-
4 d
° d
4—
SECTION 1
SCALE : 3/4' = 1' - 0" _
BLOCK WALL
BEYOND
V CONC. SLAB, SEE
PLANS FOR REINF.
d ° d
d °
° A. d.
An
EL: +16'-O'
TOP OF SLAB
10' CONIC. SLAB, SE Q
PLANS FOR REINF.
d d °
d
° _ e
EL: +II'-3'
TOP OF BEAM
RTB-1, SEE
SCHEDULE
8'x8' CONIC. CAP RE INF.
WITH 04 HOOKED
DOWELS s12' c/c
• «5 CONT.
EL: +22'-I1'
TOP OF BEAM
RT5-3, SEE SCHEDULE
05 VERT. a 48' c% IN
BLOCK CELLS FILLED
WITH CONC. GROUT.
—S GAGE JOINT REINF. ,m 16'c/c
(LADDER TYPE)
9' CONIC. SLAB, SEE Q
PLANS FOR REINF.
d
IT5-1, SEE SCHEDULE
EL: +12'-11'
TOP OF BEAM
d
° EL: +11'-"I'
TOP OF SLAB
° d .
a
I5-8, SEE SCHEDULE
SECTION 1-4
SCALE : 3/4' = 1' - 0' a
�•rl��i3,-.
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t0��f; .
�� •.
FRANCISCO CUELLO JR. P.E., INC.
��� �r ••�, „•
Consulting Clvil/Structural Engineer
'GjC;••G ••-'�
;, 141 ALHAMBRA CIRCLE
• 0`" : 1
n SUITE 220
w r ; 1
w CORAL GABLES, FL 33134
\
C3050 561-0125
Reg. No. 40051
• �\
� �j L4 •
; Ea. mtataro813
�,aro C3S1��
�rttttettty��.
JOHN R. MEDINA & ASSOC
A R C H I T E C T:
4901 S.W.75h AvenuE
Miami, Florida 3315r
T 305.740.055.,
F 305.740.535:
jrmainc@bellsouth.ne
REVISIONS DATE BY
0 OWNER'S REVISION 03-08-2006 FC
UCN
0
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to
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Dro,•ings and Specifications as instrument of
j�/
�� & A .� d RSC
R PIN C
ser. ice ore and shall remain the property of
.
the Architect and shall remain the properly:
RESIDENCE.
of the Architect v,hether the project for
which the; were mode is executed or not.
They ore not to be used in any manner on
other projects or extensions to this project
except b; agreement in venting and mih the
tAR. & PAIRS. PINO
oppropriate compensation to the Architect.
6864 SW 68 th ST.,
Reproduction of drarnngs and
tAiami, FL 33155
specifications without the inlienconsentof
t-Ar. Patricia Espincsa.
the Architect is prohibited.
305,
SECTIONS AND DETAILS
SCALE: 3/4"=l'-0"
DATE: 02-05
DRAWN:
S 6