05-930(3)-015CIVIL AND STRUCTURAL CONSULTING ENG I N EERIS
QUALITY INNOVATIVE ENGINEERING DESIGN
4694 PALM AVENUE' LEVEL 2
HIALEAH, FLORIDA 33012 ----- - - - - - - - - - -
TEL: (305) 821 -1281 * FAX: (305) 825 -1705
PROJECT A-100056 I
NOTE:
C REFER TO SHT. S.1.2 FOR WOOD TRUSS/GIRDER CONNECTION
.3.
A SCHEDULE & ROOF COVERING NOTES.
2x4 PT. WD. OUTLOOKER
AT 24" 0. C. WJ-1: DENOTES 2x6 WD. JOISTS AT 16" O.C.
2TE -3, RKB-1 RAKED) It RB-1: DENOTES 3x8 WD. RIDGE BOARD
LABEL GRA\ATY(LBS) UPLIFT(LBS)
T wi-i wi-1 1722 1333 1722
WD FRAMED < s.3. R2 500 1194
o C
1 1\
CRICKET OPEN n
f2 m C R3 650 850
-7 1 R4 650 850
14' -11 -" 4!-9y4m 3P" 62-8" 10'-8"
00 -4
lo 6 1 1 R5 2880 2560
2TB-,3 2TB-1 2RB- -4
21-0" R6 2325 1450
NAILER NAILER
NAILER
R7 660 1080
I/HEAb
@
O R8 1280 1140
RVD
------- ----------------------------- -- - - -- - 7
----------- Rg 500 1195
F I 1 1 ---------- P
T J, 0 - -_ I I a
II
f2 in lil -
R60 U-1 T.O. -- -2-N-D- _F _L R_ SLAB --------- R10 917
Rl A CN C4 +11--1 1/2- A.F.F.S. 21-0" 1429
OPEN ELEV.
Rll 500 700
REla
2TB-3 L 0 J Cl 'i C1 C1 �� I i '�; ( L_ J R12 725 1063
11202W DEEP DROP
R2
PANEL (TYP.) B
. . . . . . . . . . . .
C14
a 04
- - --------- --------
(2) #5x96 L. R9�K)
WD. BRACE 60 APART II I ------------ (Tc=,)L
X� F Cm LE
I Q1.
I Ira,) . _r
(>-(8) 1/z
c
13
to L__J I
101
m
04
N._gRACE
Rl
__j ----I f (2) #5x96 L.
-.9" 6" APART
II I c12
T.O. 2ND FLR SL A 3
6" APART
2S-1
-1 1/20 A.F.F.S.
II 1 C12
TELEV. +11'
R5(B@--\ II 1 co
2TB l
II i
C14 I I ub En 1 11
Zb A I I"
- --3
1 : 2TB-3 ::
1-4L 1 11 1 vi �I,_c 0
'.,' I I t— 4 w En
R8cc j
'21-0ll 71-0" - - - - - - - - -- - - - - - - - - - - - - - 4 ----- 77---- __j
04 1 7 1 g' -On I L �141R
WD. 'FRAMED
I C4 BUTT. 2 PLY TRUSS TO CRICKET O
WALL. FAST W/ )CO HILTI 6�
KWIK BOLT 11 S.S. EMB. 3y2- R2 :F@
C LIJ
AT 12- O.C. W/ Wo 2 2RB-1 J-2 -- -------- 19 2TB-1
WASHER TOP/BOTT. CHORDS R4@1/ 2TB-1 •
R11 q�� . . . . . . . . . . . . . . . . .
C14...............
R12 A I I RllQD
. . . . . . . . . . .
mi 1
C.D R4 C-4
X Rl OQ--\� - 00 1
ii . . .... . ... ....... ..... CO3)
2RB-5
II I
R 4'-11"
2RB-6
1
pv? •I9' -2" 9' -2" CA
4'-0" R10Q I 00
t
R2Q 4
ALI r-=
S-10" 61-60 61-16" 3' -10" 18'-4"
i� <CA
3.3 > S. 3.
- X —
T
-----------------
0-0:
Q4
10
C6
in
-3
69-5"
SECOND FLOOR FRAMING PLAN NORTH
SCALE: 1/4"=l'—O"
61-5n
•
\—BUTT. 2 PLY IRUSS TO
WALL FAST W,/ )J70 HILT]
KWIK BOLT 11 S.S. EMB. Am
AT 12" O.C. W
%
/f wo
WASHER TOP OTT. CHORDS
04
rl
TOM MARINOS
CIVIL, STRUCTU
REG, NO. 51562
A --- TARAFA
1 0 0 0 0 0 * 0 0 0 0 a 0 0 �
ROBERT 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
SUBDIVISION GABLES EDGE
S.W. 59 TERRACE
JM NUMBER A-VOON
DA79 05-31-0
CAD FLE NO
F&-VMM/SUBkM8SKMl
A
SEX_
10;y
DRAWNQ TITLE
SECOND FLI.-l" b OR
FRAMING
PLAN
DRAWING NO I S,1,1
GH
H NO.-mo
CIVIL AND STRUCTURAL CONSULTING ENG I N EERIS
QUALITY INNOVATIVE ENGINEERING DESIGN
4694 PALM AVENUE' LEVEL 2
HIALEAH, FLORIDA 33012 ----- - - - - - - - - - -
TEL: (305) 821 -1281 * FAX: (305) 825 -1705
PROJECT A-100056 I
NOTE:
C REFER TO SHT. S.1.2 FOR WOOD TRUSS/GIRDER CONNECTION
.3.
A SCHEDULE & ROOF COVERING NOTES.
2x4 PT. WD. OUTLOOKER
AT 24" 0. C. WJ-1: DENOTES 2x6 WD. JOISTS AT 16" O.C.
2TE -3, RKB-1 RAKED) It RB-1: DENOTES 3x8 WD. RIDGE BOARD
LABEL GRA\ATY(LBS) UPLIFT(LBS)
T wi-i wi-1 1722 1333 1722
WD FRAMED < s.3. R2 500 1194
o C
1 1\
CRICKET OPEN n
f2 m C R3 650 850
-7 1 R4 650 850
14' -11 -" 4!-9y4m 3P" 62-8" 10'-8"
00 -4
lo 6 1 1 R5 2880 2560
2TB-,3 2TB-1 2RB- -4
21-0" R6 2325 1450
NAILER NAILER
NAILER
R7 660 1080
I/HEAb
@
O R8 1280 1140
RVD
------- ----------------------------- -- - - -- - 7
----------- Rg 500 1195
F I 1 1 ---------- P
T J, 0 - -_ I I a
II
f2 in lil -
R60 U-1 T.O. -- -2-N-D- _F _L R_ SLAB --------- R10 917
Rl A CN C4 +11--1 1/2- A.F.F.S. 21-0" 1429
OPEN ELEV.
Rll 500 700
REla
2TB-3 L 0 J Cl 'i C1 C1 �� I i '�; ( L_ J R12 725 1063
11202W DEEP DROP
R2
PANEL (TYP.) B
. . . . . . . . . . . .
C14
a 04
- - --------- --------
(2) #5x96 L. R9�K)
WD. BRACE 60 APART II I ------------ (Tc=,)L
X� F Cm LE
I Q1.
I Ira,) . _r
(>-(8) 1/z
c
13
to L__J I
101
m
04
N._gRACE
Rl
__j ----I f (2) #5x96 L.
-.9" 6" APART
II I c12
T.O. 2ND FLR SL A 3
6" APART
2S-1
-1 1/20 A.F.F.S.
II 1 C12
TELEV. +11'
R5(B@--\ II 1 co
2TB l
II i
C14 I I ub En 1 11
Zb A I I"
- --3
1 : 2TB-3 ::
1-4L 1 11 1 vi �I,_c 0
'.,' I I t— 4 w En
R8cc j
'21-0ll 71-0" - - - - - - - - -- - - - - - - - - - - - - - 4 ----- 77---- __j
04 1 7 1 g' -On I L �141R
WD. 'FRAMED
I C4 BUTT. 2 PLY TRUSS TO CRICKET O
WALL. FAST W/ )CO HILTI 6�
KWIK BOLT 11 S.S. EMB. 3y2- R2 :F@
C LIJ
AT 12- O.C. W/ Wo 2 2RB-1 J-2 -- -------- 19 2TB-1
WASHER TOP/BOTT. CHORDS R4@1/ 2TB-1 •
R11 q�� . . . . . . . . . . . . . . . . .
C14...............
R12 A I I RllQD
. . . . . . . . . . .
mi 1
C.D R4 C-4
X Rl OQ--\� - 00 1
ii . . .... . ... ....... ..... CO3)
2RB-5
II I
R 4'-11"
2RB-6
1
pv? •I9' -2" 9' -2" CA
4'-0" R10Q I 00
t
R2Q 4
ALI r-=
S-10" 61-60 61-16" 3' -10" 18'-4"
i� <CA
3.3 > S. 3.
- X —
T
-----------------
0-0:
Q4
10
C6
in
-3
69-5"
SECOND FLOOR FRAMING PLAN NORTH
SCALE: 1/4"=l'—O"
61-5n
•
\—BUTT. 2 PLY IRUSS TO
WALL FAST W,/ )J70 HILT]
KWIK BOLT 11 S.S. EMB. Am
AT 12" O.C. W
%
/f wo
WASHER TOP OTT. CHORDS
04
rl
TOM MARINOS
CIVIL, STRUCTU
REG, NO. 51562
A --- TARAFA
1 0 0 0 0 0 * 0 0 0 0 a 0 0 �
ROBERT 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
SUBDIVISION GABLES EDGE
S.W. 59 TERRACE
JM NUMBER A-VOON
DA79 05-31-0
CAD FLE NO
F&-VMM/SUBkM8SKMl
A
SEX_
10;y
DRAWNQ TITLE
SECOND FLI.-l" b OR
FRAMING
PLAN
DRAWING NO I S,1,1