05-930(3)-019/LTop OF RAKED BEAM
I-'ELEV. 24'- 2 1/2" (H.P.) A.F.F.S.
END TRUSS TO BE BUTTED
AGAINST CMU WALL FAST.
W/ )r DIA. HIL11 KWIK BOLT
11 S.S. EMB. 33 m AT 12" O.C.
W/ 1)!r DIA. WASHER ALONG
TOP AND BOTT. CHORDS.
3S 1
:11.0-15
TOP OF BEAM
ELEV. 21'-4" A.F.F.S.
TOP OF ROOF BEAM
J'ELEV. 20'-4" A.F.F.S. 3TB-2
8" CMU
120 WIDE BLOCKS
FULLY GROUTED
I
< I
m _04
Top OF BEAM
ELEV. 13' -0" A. F. F. S.
2RB-5
/.L2ND LEVEL TOP OF SLAB —
"rELEV. ll'-1 1/2" A.F.F.S.
21'B- i
. . ............. .. ..... ............. ..................
. ......................... ........................
10
2x4 DIAGONAL BRACE
FAST. TO CHORDS OF
TRUSSES W/ USP HCPL/R
CLIPS NAILED W/ 4-8d NAILS
PER CUP END
(2 PER CONNECTION-TYP.) ROOF TRUSS ANCHOR.
REFER TO ROOF PLAN FOR REFER TO ROOF PLAN
LOCATION t- WD VALL; TRUSSES AT 24" O.C. �-"
3RB-1
-3TB-2
80 CMU
CONCRETE
COLUMN (BEYOND)
�g
................... . ........
4" CONIC. SLAB ON GRADE
REINF. 6x6 W1.4xW1.4
W.W.M.
)!r EXP JOIN
I MATERIAL
TOP OF SLAB
ELEV. 0'- 0" (+14.55' NGVD)
COMPACTED FILL
,LT.O.S. AT PORCH TO A MIN. OF 95% MOD. PROC 01
Ij ELEV. (-)0'-3" MF88
rLT.O.S. AT WALKWAY
I-' ELEV. (-)0'-6"
MF88
ji
is
#4 CONT. OVER
CMU WALL
is
EXP. JOINT
MATERIAL
_■ _Z�A_
d
WF2412
ROOF COVERING.
REFER TO NOTE
— - — - --------- - --
12 12 ROOF TRUSS ANCHOR.
5 5 REFER TO ROOF PLAN
. ......... . . . ... ... .......... ................. ..... ..................... . . . ..... .......
WD. VALLEY TRUSSES
WD. TRUSSES AT 24" O.C. AT 24" O.C.
(BRACING NOT SHOWN)
2S-1
!L _j:
.............. ........ ... .... . .........
T7
L _j:
II
II
Cl (BEYOND)
RAILING
(BY OTHERS)
3TB-1
ADD 2-#5 BOTT.
BARS AT EXTENSION
EXT. OVER
OPENING 5N'
..........
C.D
z
z
LLJ
0
..........
PROJECT A-100056 I
............ . ............................. . . . . ......... . .
GT-4 ROOF : COVERING.
REFEW TO NOTE
ROOF TRUSS ANCHOR.
REFER TO ROOF PLAN
REFER SOFFIT
NOTE
3RB-2
(ARCH)
o
. ......... ... . ... . ... .... ..
-v O
BOTT. OF ARCH C'4
ELEV. +12'-0" A.F.F.S.
......... — -----
.......... ...........
_rl R cl u F31 I Kc.
E3 No. M0
.HaM. - = --
CIVIL AND STRUCTURAL CONSULTING ENGINEERS
..
QUALITY INNOVATIVE ENGINEERING DESIGN
4694 PALM AVENUE' LEVEL 2
HIALEAH, FLORIDA 33012
TEL: (305) 821 -1 281 * FAX: (305) B25-^I-,;0,5
� <7.� k
ROOF COVERING.
REFER TO NOTE
— - — - --------- - --
12 12 ROOF TRUSS ANCHOR.
5 5 REFER TO ROOF PLAN
. ......... . . . ... ... .......... ................. ..... ..................... . . . ..... .......
WD. VALLEY TRUSSES
WD. TRUSSES AT 24" O.C. AT 24" O.C.
(BRACING NOT SHOWN)
2S-1
!L _j:
.............. ........ ... .... . .........
T7
L _j:
II
II
Cl (BEYOND)
RAILING
(BY OTHERS)
3TB-1
ADD 2-#5 BOTT.
BARS AT EXTENSION
EXT. OVER
OPENING 5N'
..........
C.D
z
z
LLJ
0
..........
PROJECT A-100056 I
............ . ............................. . . . . ......... . .
GT-4 ROOF : COVERING.
REFEW TO NOTE
ROOF TRUSS ANCHOR.
REFER TO ROOF PLAN
REFER SOFFIT
NOTE
3RB-2
(ARCH)
o
. ......... ... . ... . ... .... ..
-v O
BOTT. OF ARCH C'4
ELEV. +12'-0" A.F.F.S.
......... — -----
.......... ...........
.......... ..............
C.D
Ld
Q_
..... . ...............
--------- ---- -
............ .......
C)
3TB-1
Xm EXP. JOINT 4" CONIC. SLAB ON
MATERIAL GRADE REINF.'W/ 6x6l:
- W1.4xW1.4 W.W.M. ADJ. GRADE
2" SLOPE
COMPACTED FILL D_
TO A MIN. OF 95% MOD. PROCTOR
MF2418
WF2412
CROSS SECTION "A"
SCALE: 3/8"=1'-0"
TOM MARINOS
CIVIL, STRUCTURAL
RE:G_ NO. 51562
f L�
L
IBS A F G=�
A
r
ROBERT TARA FA
A R C H I T E C T
ROBERT TARAFA
6501 N.W. 36 ST, SUITE 101
MLkmL FL 33166
Phone: 305.876.1440
Fax: 305.876.1441
o CIVIL
-STRUCTURAL
-LANDSCAPE
-DESIGN CONSULT:
M / E / P
PROPOSED
RESIDENCE FAMILY
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
S.W. 59 TERRACE
JIM NUMBO I A-100058
DAT9 05--3-05
CAD FiLE No
FLEVNIM/SUBMISSM,
A
SEAL
R
olp
Q1
DRAWN0 MLE 1
SECTIONS
MAWM NO 1 1 S.3.0