05-930(3)-020TOP OF ROOF BEAM
— — — — — — — — — — — —
ELEV. 20'– 4" A.F.F.S.
2ND LEVEL TOP OF SLAB
ELEV. 11'– 1 1 /2 "A.F.F.S. ROOF TRUSS ANCHOR.
REFER TO ROOF PLAN
TOP OF BEAM
ELEV. 9'– 6" A.F.F.S.
4" CONC. SLAB ON GRADE
REINF. W/ 6x6 - W1.4xW1.4 -
W.W.M. ( -" SLOPE)
TOP OF SLAB STORAGE
ELEV. 0'– 0"
TOP OF SLAB
lj
MF88
,�" EXP. JOINT
MATERIAL
\— —�t
c�
z
z
w
D_
0
ROOF COVERING.
REFER TO NOTE
ROOF COVERING.
REFER TO NOTE
GT -1
PROJECT A-100056 1
12 ROOF TRUSS ANCHOR. ' r WD. TRUSSES 24" 0 C — 5 ROOF TRUSS ANCHOR.
5 REFER TO ROOF PLAN T , , �` °` ~ -..k- REFER TO ROOF PLAN
3TB -1
BUTT. TRUSS TO WALL. FAST - ==
—.....
W/ X-0 HILT] KWIK BOLT II
S.S. ENI6:�33§ " -AT 12" O.C.- �Wf•�•..•. �=-:.
WASHER TOP CHORD
``•. '
- ............... - -_
-� - -
1 �
..................
T
TOP OF BEAM n- -
ELEV.12' -8" A.F.F.S. ' `'`
....
�... m :- -; ; -...
12 ,.
5
I
2TB -3
ii
I
#4 CONT. OVER
CMU WALL
WF2412
COMPACTED FILL
TO A MIN. OF 98% MOD. PROCTOR
11S -11
,t
2RB -3
PROVIDE OPENING
WD TRUSSES TO
Ale WIDE x10"
DUCT.
--- — -- -----
...... ............................... .
- � ROL-P INC.
^ E9 No. '770 ^
G.H.M. = ^
-
CIVIL AND STRUCTURAL CONSULTING ENGINEERS
QUALITY INNOVATIVE ENGINEERING DESIGN
4694 PALM AVENUE' LEVEL 2 -
HIALEAH, FLORIDA 33012
TEL: (305) 821-1 281 • FAX: (305) 825=1 :U5 --
ROOF COVERING.
REFER TO NOTE
GT -1
PROJECT A-100056 1
12 ROOF TRUSS ANCHOR. ' r WD. TRUSSES 24" 0 C — 5 ROOF TRUSS ANCHOR.
5 REFER TO ROOF PLAN T , , �` °` ~ -..k- REFER TO ROOF PLAN
3TB -1
BUTT. TRUSS TO WALL. FAST - ==
—.....
W/ X-0 HILT] KWIK BOLT II
S.S. ENI6:�33§ " -AT 12" O.C.- �Wf•�•..•. �=-:.
WASHER TOP CHORD
``•. '
- ............... - -_
-� - -
1 �
..................
T
TOP OF BEAM n- -
ELEV.12' -8" A.F.F.S. ' `'`
....
�... m :- -; ; -...
12 ,.
5
I
2TB -3
ii
I
#4 CONT. OVER
CMU WALL
WF2412
COMPACTED FILL
TO A MIN. OF 98% MOD. PROCTOR
11S -11
,t
2RB -3
PROVIDE OPENING
WD TRUSSES TO
Ale WIDE x10"
DUCT.
L
71 J
II
BUTT. TRUSS TO WALL FAST
W/ )CO HILTI KWIK BOLT II
S.S. EMB. 3N AT 12" O.C. W/
1X" O WASHER TOP /BOTT.
WD. TRUSSES AT 24" O.C.
II,--- - - - - -- ----- - - - -- - -- - r
II
I f is-1 j ; 1i" EXP. JOINT
MATERIAL;
;
_....._._---------
1- tit- t- t -i�i�i ■ ■-,- i-■- i- i- i- i�t�l- l- t- i- i- t- i- t- i�t� ,- 1- t�t�l- i- t- ,�,�,�,�,�,�,�,-
II
F -1 COMPACTED FILL
I I TO A MIN. OF 98% MOD. PROCTOR
L - - - -J
/ ROOF TRUSS ANCHOR.
/ REFER TO ROOF PLAN
TOP OF BEAM
` ELEV. 10'– 9"
EXT. OVER
OPENING 12"
ADD 2 #5
8x8 CONC. SILL
W/ 2 #4 LATERAL
WF2412
CROSS SECTION B
SCALE: 3/8 " =1' -0" TOM MARINw
CIVIL, STRUCTURAL
11W. NO. 51562
f A R A
CONSTRUCUON
G 0 0 0 0 0 0 0 0 0 0 0 01
ROD E R T TARA FA
A R C H I T E C T
ROBERT TARAFA
6501 N.W. 36 ST., SUITE 101
MIAMI, FL 33166
Phone: 305.876.1440
Fax: 305.876.1441
-CIVIL
- STRUCTURAL
- LANDSCAPE
-DESIGN CONSULT:
M /E /P
PROPOSED
RESIDENCE FAMILY
LOT 59 BLOCK 1
SUBDMSION GABLES EDGE
S.W. 59 TERRACE
JOB Nimm R A- 100058
DATE 05 -31-05
CAD FLE NO
F;ENWKM /8UBM8I3ICMl
0
A
SEALS
't• 1..'. ";' ,j /III III / /I/,� ,,.•i���s
I '
ia•� GAT E�• •.
cl
tr
I'•,,�tiP�dcES 1�,�`�
SECTIONS
DRAMM NO S0301
--- — -- -----
...... ............................... .
71 J
II
BUTT. TRUSS TO WALL FAST
W/ )CO HILTI KWIK BOLT II
S.S. EMB. 3N AT 12" O.C. W/
1X" O WASHER TOP /BOTT.
WD. TRUSSES AT 24" O.C.
II,--- - - - - -- ----- - - - -- - -- - r
II
I f is-1 j ; 1i" EXP. JOINT
MATERIAL;
;
_....._._---------
1- tit- t- t -i�i�i ■ ■-,- i-■- i- i- i- i�t�l- l- t- i- i- t- i- t- i�t� ,- 1- t�t�l- i- t- ,�,�,�,�,�,�,�,-
II
F -1 COMPACTED FILL
I I TO A MIN. OF 98% MOD. PROCTOR
L - - - -J
/ ROOF TRUSS ANCHOR.
/ REFER TO ROOF PLAN
TOP OF BEAM
` ELEV. 10'– 9"
EXT. OVER
OPENING 12"
ADD 2 #5
8x8 CONC. SILL
W/ 2 #4 LATERAL
WF2412
CROSS SECTION B
SCALE: 3/8 " =1' -0" TOM MARINw
CIVIL, STRUCTURAL
11W. NO. 51562
f A R A
CONSTRUCUON
G 0 0 0 0 0 0 0 0 0 0 0 01
ROD E R T TARA FA
A R C H I T E C T
ROBERT TARAFA
6501 N.W. 36 ST., SUITE 101
MIAMI, FL 33166
Phone: 305.876.1440
Fax: 305.876.1441
-CIVIL
- STRUCTURAL
- LANDSCAPE
-DESIGN CONSULT:
M /E /P
PROPOSED
RESIDENCE FAMILY
LOT 59 BLOCK 1
SUBDMSION GABLES EDGE
S.W. 59 TERRACE
JOB Nimm R A- 100058
DATE 05 -31-05
CAD FLE NO
F;ENWKM /8UBM8I3ICMl
0
A
SEALS
't• 1..'. ";' ,j /III III / /I/,� ,,.•i���s
I '
ia•� GAT E�• •.
cl
tr
I'•,,�tiP�dcES 1�,�`�
SECTIONS
DRAMM NO S0301