05-1298-007d °
d °
QI ° d d
15-1, SEE SCHEDULE 4
I
d
TC-2, BEYOND
ALUMINUM RAILINGS, SUBMIT SHOP
DRAWINGS AND CALCULATIONS SIGN
AND SEALED BY A FL. P.E. FOR
APPROVAL PRIOR TO FABRICATION.
BLOCK WALL BEYOND
10' CONC. SLAB,
SEE PLAN FOR REINF.
4
6 �5
SECTION
SCALE 3/4' = 1' - 0'
4
.
n
° d
d
°
•
4
4°
° d
d
•
4
d°
05 DOWEL a 48' c%
IN BLOCK CELLS FILLED
WITH CONC. GROUT.
EL: +12'-3'
TOP OF BEAM 8' CONC. SLAB
SEE PLAN FOR REINF.
EL: +i1'-7'
TOP Cr- SLAB d °0 4 4 : • . •
d d
° .1 ° ° 4
° ° d
�115-4,�SEE SCHEDULE
S 045' c/c IN BLOCK CELLS
FILLED WITH CONC. GROUT.
w
.J
d- 9 GAGE JOINT REINF.
g 4' GONG16'c% (LADDER TYPE). SLAB, REINF. �
WITH 6'x6' W1.4xW1 4 W.W.M.
N
OIL EL: -0'-2'
TOP OF SLAB " 4 x d M x a x x
=1 I I=1 I- 4 1=1 11=1 11=1 1I-
I-111 ;1111� 111 =11 III I -I I'
VAPOR BARRIER 2 05 CONT. ABOVE BLOCK
WELL COMPACTED FILL-2
05 DOWELS 848' c% IN
EL: -2'-0. jj
BLOCK CELLS FILLED
TOP OF FOOTING WITH CONC. GROUT.
d
° d
4 ° WF-24, SEE SCHEDULE
SECTION
SCALE 3/4" = I' - 0" -
5' CONC. SLAB,
SEE PLAN FOR REINF.
18-6, SEE SCHEDULE
CONC. ARCH, SEE DETAIL
ON SHEET 5-4
12'x8' CONC. CAP RE INF.
WITH 2 45 CONT. —�� d
V CONC. SLAB, SEE ° 4
PLANS FOR REINF.
d 4
° ° 4- d
°
05 DOWELS •► 48' c/c IN BLOCK CELL FILLED
WITH CONC. GROUT.
j- EL: +13'-1'
TOP OF BEAM
1B-13, SEE SCHEDULE
EL: VARIES
SEE ARCH DUrGS
EL: +16'-0'
TOP OF BEAM
RTB-8, SEE SCHEDULE
3x8 BLOCKING BETWEEN RAFTER
WITH 1/2-0 HILTI KWIK BOLTS a 12' c/c (COUNTERSUNK)
L 4'x4'x1i4'x3' LONG. EACH RAFTER
WITH %'0 SIMPSON WEDGE -ALL. (4'
MIN. EMBEDMENT)
3x8 WOOD RAFTER a 24' c/c.
48' CDX PLYWOOD
SHEATHING WiTH 10d NAILS
6 4' c/c ALL SUPPORTS.
2' \� _ (2) 1/2'0 THRU
BLOTS /
NV O COUNTERSUNK AT BOTT.
TC-6 BEYOND AND WITH OVERSIZED
WASHER ON TOP. Z-1
SHIM AS REQUIRED
d
d
R5-8, SEE SCHEDULE
d L
SECTION 2 °
SCALE : 3/4' = 1' - 0" a
10cl NAILS 0 4' c%
� EL: VARIES
3x0 PT LEDGER WITH �8'0 Na' CDX PLYWOOD ' 8' CDX PLYWOOD SHEATI
HiLTI KWIK BOLTS a 24' SHEATHING WITH 10d NAILS 10d NAILS 4' c/c ALL SU'
/c (4' MiN EMBED ) a 4' / ALL SU O TS
c c PP R .
10d NAILS 6 4' c/c
2x4 P.T. LEDGER
WiTH 114'0 x4' EL: VARIES
TAP CONS a 12' c/a
a CON(. WALL REiNF. WITH
PIGGY BACK +4 1912' CENTER EACH WAY
TRUSSES
TN � SEE DETAIL WRAP TRUSS WiTH
A/S-3 BUILDING PAPER
USP HANGER MODEL SUH26 WITH 6-10d
NAILS TO LEDGER AND 4-10d NAILS TO TRUSS.
LEDGER `I 2x P.T. BLOCKING BETWEEN —
TRUSSES WITH 1i4'0 TAP CONS
24' c/c
SE CT i ON r-4
SCALE : 3/4" = 1' - 0' S _ 7
EL: VARIES
• •
8`1 CONC. CAP REiNF.
WiTH 2 05 CONT.
ft-
9 GAGE JOINT REiNF.
16'c/c (LADDER
TYPE)
*5 DOWELS •+40' c/c IN
BLOCK CELLS FILLED
WITH CONC. GROUT.
°
If
I, 0,L EL: +S' -cJ'
TOP OF BEAM
11 RT5-11, SEE SCHEDULE
PREFAB. WOOD
TRUSSES 024' c,
•3 p �8' c,
"4 06' c/c
�'4 �12' c/c 4' CONC. SLAB, REiNF.
WITH 6'x6' WI.4xWIA W.WM.
3/4' RECESS
w n
u Im I
x° - x x
� �•- I=1 I I=1 I � I � I-
„III-1
VAPOR BARRIER
LL COMPACTED FILL
° n °
WF-16, SEE SCHEDULE— d
°
SECTION
SCALE 3/4' = 1' - 0" -
WF-20, SEE SCHEDULE
SECTION
SCALE 3/4' = 1' - 0'
BLOCK WALL BEYOND -
51/2' TO 5' CONC, SLAB,
SEE PLANS FOR REINF.
L 1/4'x4'x6' x 0'-41i2'LONG.
(LONG LEG VERT.) WITH (1)
1/2'0 HILTI KWIK BOLT (31/2'
MIN. EMBEDMENT)
2x P.T. BLOCKING
BETWEEN RAFTERS
OIL
TOP OF BEAM
1x6 T. 4 G. SHEATHING WiTH (2)
10d NAILS EACH SUPPORT.
20'x8' CONC. CAP REiNF.
WITH 3 04 CONT. WORM AND
03 -024 c/c TRANSV.
2x6 P.T. CONT. WiTH 10 HILTI KWIK
BOLTS 824' c/c, 4' EMBEDMENT
wo DOWELS 0 48' c%
IN BLOCK CELLS FILLED
WITH CONC. GROUT.
i, EL' +C -9111
RT5-10, SEE SCHEDULE
EXTEND WALL REINF.
INTO WALL ABOVE
AS SHOWN
ELEVATION (174
SCALE 3/4' = 1' - 0'
4. °
4
8' CONC. SLAB,
SEE PLAN FOR REINF.
EL: +III -'i'
4 4
TOP OF SLAB
° d ° 4
4' _ 4
°
d Q
°
� d -
°d
18-15, SEE SCHEDULE
d 4
d °
d 4 d
TC-2 BEYOND, SEE SCHEDULE
01
SECTION 3
SCALE 3/4' = 1' - 0' _ •--1
05 ,048' c/c IN BLOCK CELLS
FILLED WITH CONC. GROUT.
w
0
CL
N
4' CONC. SLAB, RE INF.
WITH 6'x6' WL4xW1.4 W.W.M.
N
_ EL: -0'-2'
TOP OF SLAB x 4x - °x- -4
-1 I 11=1 I -
PROVIDE t4'x4' CLEAN -OUTS
AT 4'-0' VERTICALLY, EACH
BAR
S GAGE JOINT RE iIiF. • I6'c%
(LADDER TYPE)
3/4' RECESS (TYP.)
-1 I ;11111 i l l 2 05 CONT. ABOVE
VAPOR BARRIER ; _ ; BLOCK
WELL COMPACTED FILL S DOWELS 848' c/c IN
EL: -2'-0' BLOCK CELLS FILLED
WITH CONC. GROUT.
TOP OF FOOTING °
° d .
4 WF-16, SEE SCHEDULE
SECTION
SCALE : 3/4' = i' - 0' C
CDX PLYWOOD
SHEATHING WITH 10d NAILS
D 4' c% ALL SUPPORTS.
0x6'x&'x0'-8' STEEL ANGLE
(ITN (2) Ne'0 THRU BOLTS
lND (1) 3�'0 ANCHOR BOLT"
cn
4' MiN. EMBEDMENT)
30TH SIDE OF RAFTE
RT15-12, SEE SCHEDULE
05 VERT. • 48' c/c iN
BLOCK CELLS FILLED
WITH CONC. GROUT.
SECTiON
SCALE : 3/4" = 1' - 0"
3x8 WOOD
RAFTER 024' c/c
- 6' CONC. SLAB, SEE
PLAN FOR REiNF.
FRANCISCO CUELLO JR. P.E., INC.
Consulting Civil/Structural Engineer
141 ALHAMBRA CIRCLE
SUITE 22o
CORAL CABLES, FL 33134
le " (305) 56 -0125
{ Reg. No. 4000-i
E E5. �tam�o813
JOHN R. MEDINA & ASSOC
A R C H I T E (—_ T 5
4901 S.W.75th AvenuE
Miami, Florida 3315t5
T 305.740.055,
F 305.740.535:
jrmainc@bellsouth.ne
REVISIONS DATE BY
Q OWNER'S REVISION 03-08-2006 FC
V) 1`
-I— 'V
%o
UR]`^,rigs uno .)peal) c;ullon5 as InsirumenT or
MR & M RS PIN C
ser. ice ore cnd Shall rerram the propert; of
.
the Architect and shall remain the propea/
RESIDENCE.
of the Architect \vhether the protect for
Which the-; were made Is executed or not.
They are not to be used in any rnonner on
other protects or extensions to this protect
excepttr; agreement in"writing and with the
MR. & MRS. PINO
appropnote compensation to the +,rchltect.
6864 SW 68 th ST.,
Reproduction of dravngs and
Miami, FL 33155
specifications without the %wiltenconsentof
Mr. Patricia Espinosa.
the Architect is prohibited.
305.
SECTIONS AND DETAILS
SCALE: 3/4"=F-0"
DATE: 02-05
DRAWN:
S �