05-1298-005JOHN R. MEDINA & ASSOC
A R C H I T E C T S
No' CDX PLYWOOD
SHEATHING WITH 10d NAILS
4' c/c ALL SUPPORTS.
1/4'x6'x6'x0'-8' STEEL ANGLE
WITH (2) Na'0 THRU BOLTS 1 5' Il'
AND (1) 3/01 ANCHOR BOLT ;n 3x8 WOOD
(4' MIN. EMBEDMENT)
BOTH SIDE OF RAFTS -- RAFTER a24' c%
9' CONC, SLAB, SEE
PLANS FOR REINF.
° °
° ° °
2'-0' MAX. °
°
RT5-2, SEE SCHEDULE
05 DOWELS IN BLOCK
CELLS FILLED WITH
CONC. GROUT. SEE
PLAN FOR LOCATION
SECTION I
SCALE : 3/4' = I'- ON
Na' CDX PLYWOOD
SHEATHING WITH 10d NAILS
a 4' c% ALL SUPPORTS.
Q S' CONC. SLAB, SEE
PLANS FOR REINF.
EL: +22'-I1'
TOP OF SLAB •° ° • 4 • • • 15
°
°
°
d
d
R5-1, SEE SCHEDULE
COLUMN O BEYOND
SECTION(74
SCALE : 3/4' = 1' - ON
SEE BLOCK WALL
SCHEDULE FOR REINF.
lo' CONC. SLAB
SEE PLAN FOR REINF.
EL:
TOP OF SLAB °
18-1, SEE SCHEDULE
LEDGER 'B'
0
EL: +22'-3'
TOP OF SLAB
1/4'x6'xto'x0'-1' STEEL ANGLE
WITH (2) b/a'0 THRU BOLTS AND
(1) %'0 ANCHOR BOLT. (4' MIN.
EMBEDMENT) BOTH, EACH SIDE
OF RAFTERS
2'-0' MAX.
lod NAILS a 4' c%
3x6 PT LEDGER WITH 5/e'0
HILTI KWIK BOLTS is 24'
�/c (4' MIN. EMBED.)
3x8 WOOD RAFTER
024' c/c MAX.
SEE PLANS
TOP OF SLAB
14' BEARING
45VERT. IN BLOCK CELL
FILLED WITH CONC. GROUT.
SEE PLANS AND SCHEDULE.
EXTEND THRU TOP OF CONC.
CAP ABOVE.
5"1 CONC. CAP RE INF.
WITH 04 HOOKED
DOWELS 02' c/c
05 CONT.
SEE BEAM SCHEDULE
SECTION 2
SCALE 3/4' = P - ON � v
12A8'0 THRU BOLTS. I
I �
� I
I �
I O ® O
\ 11/1 1
2 ��
I IN ADDITION TO TRUSS STRAPS
I PROVIDE ONE STRAP BY USP
I MODEL TA24 AT EACH 3x8 RAFTER
W/ I1-10d NAILS
I PROVIDE STRAP BY NU-VUE
I MANUF., SEE NOTES ON SHEET 8-2
AND 6-3 AT EACH TRUSS
1
I 2x PT. BLOCKING 418' CDX PLYWOOD
I BETWEEN TRUSSES SHEATHING WITH 10d NAILS
0 4' c/c ALL SUPPORTS.
EL: +21'-2' J I 4x8 WOOD BEAM
TOP OF TIE BEAM I i
° u
PREFAB. WOOD to 5 u
TRUSSES 024' c/c
PROP RTB-4 AS 3x8 WOOD
SHOWN AT BALCONY RAFTER 24' c/c
AREA. ADD 2 05 B.
E WASHER 1/4'x3'x3' —
TC-1, REINF. NOT SHOWN
FOR CLARITY
DRILL 1/8'0 HOLES
4 FILL WITH 81MPSON
ET EPDXY.
SECTION
SCALE 3/4' = 1' - 0" -
4'x4' P.T. So. PINE o EACH
TIE COL. SEE ARCH. DUGS.
PROVIDE ONE 1/2'0 LAG BOLT
x 12' LONG EACH 3x8 RAFTER
-(3) 3/4'0 THRU BOLTS
SPACED AS SHOWN.
(3) 3/4'0 THREADED RODS
0 EACH COLUMN SPACED
AS SHOWN, AND W/ 6'
MIN. EMBEDMENT
b/e' CDX PLYWOOD
SHEATHING WITH 10d NAILS
a 4' c/c ALL SUPPORTS.
2x PT. BLOCKING PROVIDE ONE 1/2'0 LAG BOLT
BETWEEN TRUSSES x 12' LONG EACH 3x8 RAFTER.
4x8 WOOD BEAM
EL: +5'-S'
TOP OF BEAM
USP HANGER MODEL TRUSSES 24' c/c 6 5 3x8 WOOD RAFTER ® 24' c/c
SUH26 WITH to-10d NAILS i PREFAB. WOOD
TO LEDGER AND 4-loot SHIM AS REQUIRED 11 Ixto T. 4 G. SHEATHING CONT. WITH
NAILS TO TRUSS. (2) 10d NAILS EACH SUPPORT
R5-6, SEE SCHEDULE
4'x4' F.T. So. PINE a EACH
Ilt!r•�• - TIE COL. SEE ARCH. DWGS.
112 WASHER 1/4'x3'x3'
-SECTION 8 COLUMN (, RE INF. NOT
SCALE 3/4' = 1' - ON SHOWN FOR CLARITY dD
DRILL 1/8'0 HOLES
4 FILL WITH SIMPSON
ET EPDXY.
EL:
TOP OF BEAM
(3) 3/4'0 THRU BOLTS
SPACED AS SHOWN.
(3) 3/4"0 THREADED RODS EACH COLUMN
SPACED AS SHOWN, AND W/ 6' MIN.
EMBEDMENT
PREFAB WOOD
TRUSS a 24' c/c
DENOTES STRAP BY '
NU-VUE MANUR, SEE NOTES
ON SHEET 8-2 AND 5-3
RT5-4, SEE SCHEDULE —/
S VERT. IN BLOCK CELLS —
FILLED WITH CONIC. GROUT.
SEE BLOCK WALL SCHEDULE
PROVIDE BLDG. PAPER
BETWEEN WOOD 4 CONC. (TYP.)
"Na" CDX PLYWOOD
SHEATHING WITH 10d NAILS
a 4' c/c ALL SUPPORTS.
PREFAB WOOD
TRUSS a 24' c/c
DENOTES STRAP BY -
NU-VUE MANUF., SEE
NOTES ON SHEET 5-2
AND S-3
RT5-4, SEE SCHEDULE
05 VERT. 048' c/c IN —
BLOCK CELLS FILLED
WITH CONC. GROUT.
5' III•..
SLAB
�7f�li
+4a12'c/c
04 is 12' c%
SECTION
SCALE 3/4' = 1' - ON ��-
5
CDX PLYWOOD
SHEATHING WITH 10d
NAILS 10 4' c/c ALL
SUPPORTS.
loot NAIL 6 4' c/c
vE
2xPt BLOCKING
BETWEEN TRUSSES
L: +21'-2'
TOP OF TIE BEAM
I STANDARD HOOK
SECTION
SCALE : 3/4' = 1' - ON
10' CONC. SLAB, SEE
PLANS FOR REINF.
0 EL: +21'-2
TOP OF TIE BEAM
4 SLAB
RB-3, SEE
SCHEDULE
PROVIDE BLDG.
PAPER BETWEEN
WOOD 4 BLOCK
PREFAB WOOD
I
1/4' 0 x 4' TAP CONS
a 8' c/c AT TOP 4
BOTT. CHORDS.
EL: +22'-11
TOP OF SLAB
A"
5/6, CDX PLYWOOD
SHEATHING WITH 10d NAILS
a 4' c/c ALL SUPPORTS.
8'x8' CONC. CAP
REINF. WITH
(2) *5 CONT.
05 DOWELS a 24' c/c IN BLOCK
CELLS FILLED WITH CONC. GROUT.
S' CONC. SLAB, SEE
PLANS FOR REINF.
EL: +22'-I1'
OL
TOP OF SLAB
R15-4, SEE SCHEDULE
SECTION
SCALE : 3/4" = P - ON � a
loci NAILS 4' c% 5/8, CDX PLYWOOD
3xlo PT LEDGER WITH bi '0 SHEATHING WITH 10d NAILS
HILTI KWIK BOLTS a 248 6 4' c/c ALL SUPPORTS.
8'x8' GONG. CAP ! I • c/c (4' MIN. EMBED-)
REINF. WITH 2 05 CONT. ° I
05 DOWEL a 24' c%
IN BLOCK CELLS FILLED
WITH CONC. GROUT.
5' CONC. SLAB
SEE PLAN FOR REINF.
EL: +11'-3'
TOP OF SLAB (H.P.)
18-1, SEE SCHEDULE
1' C.
DOUBLE USP HURRICANE
CLIPS MODEL RT-3,
PLACED HORIZONTALLY,
WITH 8-8d NAILS EACH
CLIP.
F
PREFAB WOOD
ri
-TRUSS g24' c/a° .1-11
USP HANGER MODEL JL24 WITH
6-10d NAILS TO LEDGER AND
4-10d x11/2' NAILS TO TRUSS.
LEDGER 'B'
SECTION
SCALE 3/4" = 1' - 0"
TOP OF BEAM
IT
3x8 BLOCKING BETWEEN RAFTER
WITH J'0 HILTI KWIK BOLTS is 12' c/c
COUNTERSUNK (3' EMBEDMENT)
L 4'x4'x1/4'x3' LONG. EACH RAFTER
WITH b/s'0 SIMPSON WEDGE -ALL. (4'
MIN. EMBEDMENT)
•3x8 WOOD RAFTER w 24' c/c.
2'
3/a'0 COUNTERSUNK AT BOTT.
AND WITH OVERSIZED
WASHER ON TOP.
DETAIL r14
SCALE : 314' = 1' - ON C a
t,QM i
i • • ��,����
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n
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"'Allit
FRANCISCO CUELLO JR. P.E., INC.
Coneultfng CIViI/Structural Engineer
141 ALHAMBRA CIRCLE
SUITE 220
CORAL GABLES, FL 33134
(305) 5&7-0125
Reg. No. 400,5 f
BB. 0000ala
4901 S.W.75th AvenuE
Miami, Florida 3315�
T 305.740.055,
F 305.740.5351
jrmainc@bellsouth.ne
REVISIONS DATE BY
Ql OWNER'S REVISION 03-08-2006 FC
4—
Drm-ings and Specifications as instrument of
M R & M RS PIN C
ser. ice are and shall remain the prcpert,' of
.
the Architect and shall remain the property
RESIDENCE.
of the Architect whether the project for
which the,' were made is execuled or not.
They are not to be used in crry, manner on
other protects or extensions to this protect
except b, agreement in '-Tnhrg ond,.wih the
LAIR. & lrIRS. PING
oppropr ate compensation to the Architect.
6864 SW 68 th ST.,
Reproduction of drornngs and
1rliami, FL 33155
specifications without the :•aitten consent of
tAr. Patricia Espinosa.
the Architect is prohibded.
305•
SECTIONS AND DETAILS
SCALE: 3/4'=1'-0"
DATE: 02-05
DRA`NN:
S �