09-74R-004Jk ELE:-+ 10'- 6"
�+ 8'- 2"
i
DRILL 3/4"* x 6" HOLES, REMOVE
OUST t DEBRIS, POUR HIGH STRENGTH
EPDXY GROUT 4 INTRODUCE: " 5 x 30"
LONG DOWELS.
F Gil I I
I I
i
II I I
II I I
II I I I I
II I I I I
II I I I I
NEW CONCRETE 5EAM
EXISTING CONC. TIE BEAM.
DETAIL 3/4"
NEW TIE BM. TO EXISTING
DRILL 3/4" 0 x 6" HOLES, REMOVE
DUST t DEBRIS, POUR HIGH STRENGTH
EPDXY GROUT t INTRODUCE " 5 x 30"
LONG DOWELS.
I I I I
I I I I
I
I
NEW CONCRETE TIE 15EAM
EXISTING BLOCK WALL
DETAIL 3/4"
NEW TIE BM. TO EXISTING
PROPOSED CARPORT ENCLOSURE
AA EXISTING ROOF FRAMING PLAN 1/4"
• 3 HOOPS • 45"
12" 12" 12" D,G.CTYP.)
III II I I
__=
II j � II
III III 3 " 3 HOOPS w 12" O_C.(TYPJ
III II
II j II 2- M 5 CORNERS 5AR5, 30" EA LEGS
III III " 3 HOOPS BALANCE * 4ts" O.C.CTYP-�
III III
III III 8" CONC. BLK WALL 4 TIE SEAM
III III
II � II
if--- IT
u u
II 111
II II
II II
II II
41----4-
II II
I
DETAIL 1-1/2n
TIE BM. CORNER DETAIL
M
l
M
fir
NOTE: ALL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE #2 OR BETTER.
ROOFNOTES:
PROVIDE 5 i CDX EXTERIOR PLYWOOD ROOF SHEATHING W Rd NAILS
V O.C., TYPICAL.
HURRICANE STRAP REQUIREMENT:
"USP' TAPL-16 GALV. HURR. STRAP k MTL. SEAT NAILED 0 EACH TRUSS W/
6)-10d x 1 1/2 NAILS THRU PLATE k W/ (13)-10d NAILS THRU MTL. STRAP
NOTE: CONTRACTOR TO VERIFY SLOPE OF EXISTING ROOF TO MATCH BOTTOM
CHORDS OF EXIST. WD ROOF JOIST FOR COORDINATION k PRIOR TO
FABRICATION OF NEW WOOD ROOF TRUSSES.
CONCRETE BEAM SCHEDULE ••••:: : • ; :r••:
SIZE
r•
REINFORCING
Yur.( r w • •••r • � •
STIRRUPS
MARK
ELEV.
B° X H"
TOP
MID.
BOTT.
rrr wrr YY r•• ••• •••
.. • • .. w
T8-1
8 X 12
gg1 11
T: 8.
2- O 5
2- 5
4- �3 12' ,4Y CORN �s
4 40" O.G. ELSEWHERE
BM-1
8 X I
2- 5
2- 5
2 - ��
{ •3 aC.
T_0.8.
Y
12- �
�� r
• •
BM-2
S X 13
T'-2B 11
2 - 5
- - - -
4Vr • r4MV r
0 3 5" O.C.
* CONTRACTOR TO VERIF ' AND MATCH EXISTING TIE BEAM HEIGHT
ROOF FRAMING PLAN 1/4"
2.4"
kcTQR
PE
N5t
ICAL
)NC.
NAW3
IIAMI
T.
f 0hi
Eusebio M. Mora
Architect Fla. Lic. # AR0011732
6761 Southwest 68th Terrace
Miami, Florida 3 3 1 4 3
(305) 7 4 0 — 5 1 85
(J
W
J
0
W
I
U
Z
4
nJ
LL
O
O
J
W
J
r=
I-
0
w
�M
m
�
Of
L
rn
0
6i
t
�
o
0
Lj
J
N 0
I
�
m
�
0
C3
z
�a
�o
�o
U
O
O
&i
Y
O
Q
��
L
Cf)_�
R: Off
O
q
Z
.0
"C
L
U_
.E
ECd
0
!S
t
�
7
Z
LLI
O
(A
Qj
W rn
Q
Cd
V,Cd
W
L
r
Q
L
.r
0
70
o
a:
s
C
OD
C
L
ON
in
a
(L
n
(L
coo
08
U
L
O
�
F
Q!
a
DRAWN BY:
EMM
CHECKED BY:
EMM
.ATTACHMENT NO.:
ATTAC H M ENT#
DRAWING FILE NO.:
2006-002
DATE:
3/2/2006
SCALE:
NOTED
SHEET NUMBER:
S2
OF 12