05-930(3)-021PRE -CAST CAP
PREFER TO ARCH.
SITE WALL SECTIONS
SCALE: a /a. =r_O..
USP RT18 STRAP FAST.
PROVIDE 5/8" EXT. GRADED TO EACH JOIST FROM TOP
PLYWOOD SHEATHING FAST. TO SIDE W/ 6 -16d NAILS (TYP.)
TOP OF 2x6 T &G PLANKS W/
8d NAILS AT 4' O.C. ALONG
PANEL EDGES & INTERMEDIATE
®---g SUPPORTS (TYP.)
SECONDARY
POUR
aO
I
r-
WRAP JOIST IN ASPHALT
PAPER PRIOR TO SECOND.
POUR
C9
• z
' z
• w
o_
0
THK EDGE W/
#4 CONT.
WF2412
12
5
USP EHUH26 JOIST
HANGER FAST. TO JOIST W/
6 -10dx1 1'/2" NAILS & TO
RIDGE BOARD W/ 20 -16d NAILS
(TYP-)
12
5
IRB-1
2x6 T &G PLANKS TO BE
FAST. TO JOISTS W/ (3) 10d
TB -3A NAILS PER SUPPORTED EDGE
(TYP.)
PROVIDE 2x6 WD BRACE
ALONG CENTER OF RAFTER
SPANS (TYP.)
WJ -1
AT 16" O.C.
is-1
COMPACTED FILL TO A MIN.
OF 98% MODIFIED PROCTOR
CROSS SECTION "D"
SCALE: 3/8 " =1' -0'
2TB -3
1/2' EXPANSION
JOINT MATERIAL
w
Z
�I
a
I
W301
ROOF RAFTER JOIST
ANCHOR.
—REFER TO SECOND FLOOR
PLAN FOR TYPE (TYP.)
1x2 PT WD TRIM /ik EL= +9' -6' A.F.F.S.
\-2x6 PT WD FASCIA FAST.
TO SIDE OF JOISTS W/ (2) 16d NAILS
WF2412
TOP OF ADJ. GRADE
�°� (' 1 1
NI I
N I
4-mtrIum
WF3018
r— ----------- - - - --I I
I I
.L ------ - - - - -- T
47-t REFER TO ARCHITECTURAL STE PLAN
r olu WALL FOR FENCE LOCATION
Y mm (m.)
TOP OF SLAB
EL.= +11' -1 1/2" A.F.F.S.
SITE WALL PLAN
SCALE: 1/2"=l'-O"
3TB -1
USP UH36 HANGER FAST.
TO NAILER W/ 8 -20d
NAILS & TO RIDGE o_
BOARD W/ 3 -20d NAILS
d
0
m
TOP OF BEAM
EL= +13' -9" A.F.F.S.
2S -1
//T 2RB -4--"*
PROJECT A -1 ❑0056
I
IN
I � r-e•
WF3
---- - - - - - -- 3018
—
J L J
--------- - -�r�- t"
--- ---------
ROOF TRUSS ANCHOR.
REFER TO ROOF PL4f'--
PROVIDE ...ASPHALT .. PAPER ...............................
................... .
_�. ___..BETWEEN- RIDGE-BOARD -- W /-'---'--- _- . - - - - -- .... _ _.........._
gUTL00KERS FAST. W/
................. CONIC &...OUTLOOKERS.._W /..CONC. . ............................... .......................USP TAP14L STRAP FAST.
PROVIDE (2) USP RT18T TO WD W/ 7 -10d NAILS &
STRAPS FAST. TO SIDE EMB. 4" INTO TOP OF RAKE
OF RAKE BEAM W/ BEAM(TYP.)
(3) 1 /4 "..DI-A:-X- 3R1ONG ....
TAPCONS PER STRAP & OC
TO SIDE OF WD RIDGE ° Y
BOARD W/ 6 -16d NAILS Z8
PER STRAP (TYP.) x
w o 2x4 AT 24" O.C. OUTLOOKERS
WJ -1 AT 16" O.C. C'
Ia
NAILER DOUBLED
ALONG RIDGE BOARD
FOR 12" ON EACH SIDE
(24" LONG)
2TB -3 (BEYOND)
NAILER SINGLE BEYOND
RIDGE BOARD AREA
REFER TO NOTES ON ROOF
= FRAMING PLAN FOR NAILER
°O FAST. SCHEDULE
0
8" CMU WALL REINF.
W/ #6 VERT. AT 32" O.C.
REFER TO SHT S.1.0.
1/2- EXPANSION
JOINT MATERIAL
1 S -1
COMPACTED FILL TO A MIN.
OF 98% MODIFIED PROCTOR
CROSS SECTION "C'
SCALE: 3/8 " =1' -0"
w
Q
0
'--RKB -1
0
USP RT16 STRAP FAST.
TO TOP OF OUTLOOKER & TO M
SIDE OF JOIST W/ 6 -16d NAILS
PER STRAP END (TYP. PER OUTLOOKER)
\_0_TOP OF BEAM
EL.= +9' -6" A.F.F.S
TOP OF ADJ. GRADE
TOM A9.4ir,1,■,,,-
CIVIL, STRUCTURAL
f G. NO. 51562
7
A R A7'
c 10� N s 7 k u c 7 � 0 N
a O v O 0 O C, 0
p
ROBE 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
o DESIGN CONSULT
O M /E /P
PROPOSED
RESIDENCE FAMILY
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
S.W. 59 TERRACE
JOB NUMBM 1 A -MOO58
DATE 05 -31-05
CAD FLE NO
F;EV*KW /8UBkM98 ON8'
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SECTIONS
M.WM NO. S.3.2
13, H, M, GROUP, INC.
EB No. 7770
CIVIL AND STRUCTURAL CONS :iL?)NG ENGINEERS - -
;:;s:. >., >. :: """"" ° --
QUALITY INNOVATIVE ENGINEEKQFGGESIGN -
4694 PALM AVENUE' LEVEL 2
HIALEAH, FLORIDA 33012
TEL: (305) EI2 1 -1 ZEI 1 * FAX: (305) EIZ5 -1705
< E_3 a '
SITE WALL PLAN
SCALE: 1/2"=l'-O"
3TB -1
USP UH36 HANGER FAST.
TO NAILER W/ 8 -20d
NAILS & TO RIDGE o_
BOARD W/ 3 -20d NAILS
d
0
m
TOP OF BEAM
EL= +13' -9" A.F.F.S.
2S -1
//T 2RB -4--"*
PROJECT A -1 ❑0056
I
IN
I � r-e•
WF3
---- - - - - - -- 3018
—
J L J
--------- - -�r�- t"
--- ---------
ROOF TRUSS ANCHOR.
REFER TO ROOF PL4f'--
PROVIDE ...ASPHALT .. PAPER ...............................
................... .
_�. ___..BETWEEN- RIDGE-BOARD -- W /-'---'--- _- . - - - - -- .... _ _.........._
gUTL00KERS FAST. W/
................. CONIC &...OUTLOOKERS.._W /..CONC. . ............................... .......................USP TAP14L STRAP FAST.
PROVIDE (2) USP RT18T TO WD W/ 7 -10d NAILS &
STRAPS FAST. TO SIDE EMB. 4" INTO TOP OF RAKE
OF RAKE BEAM W/ BEAM(TYP.)
(3) 1 /4 "..DI-A:-X- 3R1ONG ....
TAPCONS PER STRAP & OC
TO SIDE OF WD RIDGE ° Y
BOARD W/ 6 -16d NAILS Z8
PER STRAP (TYP.) x
w o 2x4 AT 24" O.C. OUTLOOKERS
WJ -1 AT 16" O.C. C'
Ia
NAILER DOUBLED
ALONG RIDGE BOARD
FOR 12" ON EACH SIDE
(24" LONG)
2TB -3 (BEYOND)
NAILER SINGLE BEYOND
RIDGE BOARD AREA
REFER TO NOTES ON ROOF
= FRAMING PLAN FOR NAILER
°O FAST. SCHEDULE
0
8" CMU WALL REINF.
W/ #6 VERT. AT 32" O.C.
REFER TO SHT S.1.0.
1/2- EXPANSION
JOINT MATERIAL
1 S -1
COMPACTED FILL TO A MIN.
OF 98% MODIFIED PROCTOR
CROSS SECTION "C'
SCALE: 3/8 " =1' -0"
w
Q
0
'--RKB -1
0
USP RT16 STRAP FAST.
TO TOP OF OUTLOOKER & TO M
SIDE OF JOIST W/ 6 -16d NAILS
PER STRAP END (TYP. PER OUTLOOKER)
\_0_TOP OF BEAM
EL.= +9' -6" A.F.F.S
TOP OF ADJ. GRADE
TOM A9.4ir,1,■,,,-
CIVIL, STRUCTURAL
f G. NO. 51562
7
A R A7'
c 10� N s 7 k u c 7 � 0 N
a O v O 0 O C, 0
p
ROBE 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
o DESIGN CONSULT
O M /E /P
PROPOSED
RESIDENCE FAMILY
LOT 59 BLOCK 1
SUBDIVISION GABLES EDGE
S.W. 59 TERRACE
JOB NUMBM 1 A -MOO58
DATE 05 -31-05
CAD FLE NO
F;EV*KW /8UBkM98 ON8'
i
SEAL. I-
�&
• lip <,
?' Q
,1
oruwua mZ
SECTIONS
M.WM NO. S.3.2