05-930(3)-022(2) USP HCPL /R CLIPS FAST:
W/ 4 -8d NAILS PER CLIP
END TO WD. (TYP.)
2x4 WD. BRACING FAST. TO -
WD. W/ 4 -16d NAILS. (TYP.)
REFER TO ROOF PLAN FOR
LOCATION
USP RT16 STRAP FAST. W/ -
6 -16d NAILS PER STRAP END
TO WD. (TYP. PER OUTLOOK)
WD. VALLEY TRUSSES 0 24" O.C.
2x6 WD. STUDS 0 16" O.C. —
COVERED W/ } - EXT. GRADE
PLYWOOD FAST. TO STUDS W/
10d NAILS AT 4" O.C. ALONG
PANEL EDGES AND INTER.
SUPPORTS. COVERING SHALL
BE PAPER BACK WIRE LATH
W/ W STUCCO FINISH
DOUBLE 2x6 TOP PLATE
NAILED TO STUDS W/ 2 -30d
NAILS PER STUD.
USP RT18T STRAP
FAST TO WD W/ 6 -16d
NAILS PER STRAP END
(TYP. (1) STRAPS PER
OUTLOOKER)
2x4 WD. OUTLOOKER
0 24" O.C.
PROVIDE USP TP6X STRAP
2' -0" FAST. TO EA. SIDE OF STUD
W/ 6 -16d NAILS (TYP. PER
STUD)
/—ROOF TRUSS ANCHOR.
REFER TO ROOF PLAN
TOP OF BEAM
EL= +20' -4" A.F.F.S.
3TB -1 2x6 PT. WD. BOTT. PLATE FAST.
TO TOP OF BEAM W/ 1¢ "0 HILTI
KWIK BOLT II S.S. EMB. 3V
BETWEEN TRUSSES (2 ANCHORS
PER TRUSS SPACE)
CROSS SECTION "F"
SCALE: J /B " =1' -0°
2ND LEVEL TOP OF SLAB _ —
ELEV. 11'- 1 1/2" A.F.F.S.
2TB -1
o-
a
J
rL TOP OF CONC. LANDING
Y ELEV. +5' -6 7/8" A.F.F.S.
(AT LANDING)
8x16 CONC. REINF.
W/ 2 #5 T &B, #3
TIES 0 6" O.C.
WF2412
..... ... 12- x
TYP.
" EXP. JOINT #3 NOSEBAR
MATERIAL ,
�o
4" CONC. SLAB OVER
6 MIL VAPOR BARRIER
OVERCOMPACTED FILL
REINF. W/ 6x6 -
W1.4xW1.4 W.W.M.
i �i�f�■ -1 -i�f �i�i- ■- i -i�t�i T
COMPACTED FILL
" TO A MIN. OF 98% MOD. PROCTOR
LOWER STAIR SECTION
SCALE: 3,8._,._o.
#4 x 60" L
AT 12" O.C.
1' -4"
MF1612
WOOD TRUSSES
AT 24" O.C.
REFER TO ROOF PLAN
ON SHT S.1.2. 3TB-1
s
o_
2ND FLOOR SLAB m
TOP OF SLAB
EL= +11' -1 1/2" A.F.F.S
2RB -1
a
GROUP, INC.
EB No. 7770
Go HoMs
TOP OF ADJ. GRADE co °D
ELEV. +12.89' NGVD
CIVIL AND STRUCTURAL CONSULTING EN13IW;ERS ;
TOP OF SLAB
I,
QUALITY INNOVATNE ENGINEERING DESIGN ^ ^ ^
ELEV. +0' -0" (F.F.S.)
4694 PALM AVENUE' LEVEL 2
......
TOP OF ADJ. GRADE
-m
ao
—
ELEV. +12.89' NGVD
WF2412
..... ... 12- x
TYP.
" EXP. JOINT #3 NOSEBAR
MATERIAL ,
�o
4" CONC. SLAB OVER
6 MIL VAPOR BARRIER
OVERCOMPACTED FILL
REINF. W/ 6x6 -
W1.4xW1.4 W.W.M.
i �i�f�■ -1 -i�f �i�i- ■- i -i�t�i T
COMPACTED FILL
" TO A MIN. OF 98% MOD. PROCTOR
LOWER STAIR SECTION
SCALE: 3,8._,._o.
#4 x 60" L
AT 12" O.C.
1' -4"
MF1612
WOOD TRUSSES
AT 24" O.C.
REFER TO ROOF PLAN
ON SHT S.1.2. 3TB-1
s
o_
2ND FLOOR SLAB m
TOP OF SLAB
EL= +11' -1 1/2" A.F.F.S
2RB -1
ROOF COVERING
ROOF TRUSS ANCHOR.
REFER TO ROOF PLAN
\ TOP OF BEAM
EL= +20' -4" A.F.F.S
2' -0" REFER TO ARCH. PLANS
BUTT. 2 PLY TRUSS TO WALL.
FAST W/ X-0 HILTI KWIK BOLT
II S.S. EMB. 3X' AT 12" O.C.
W/ 1X"0 WASHER TOP /BOTT.
CHORDS
TOP OF BEAM
EL.= +12' -6" A.F.F.
2RB -6—,"
CROSS SECTION "E"
SCALE: 3/8 " =1' -0"
2TB -1
BOTT. EL.= +13' -1V A.F.F.S.
2ND LEVEL TOP OF SLAB
- ---- - - - - --
ELEV. 11'- 1 1/2" A.F.F.S. Z
w
2T6 -1 #3 NOSEBAR
(BEYOND) o
z
8x8 CONC. SILL
W/ 2 - #5 CENTERED
TOP OF CONC. LANDING —
ELEV. +5' -6 7/8" A.F.F.S.
8x16 CONC. REINF.
W/ 2 #5 T &B, #3
TIES 0 6" O.C.
ROOF COVERING.
REFER TO ROOF PLAN
ROOF TRUSS ANCHOR.
REFER TO ROOF PLAN
TOP OF BEAM
EL= +9' -6" A.F.F.S.
2S -1
12"
CO REFER TO ARCHITECTURAL
" PLANS FOR STAIR TREAD
SLOPES AND LANDING LENGTHS
T.O.S.
ELEV. +0' -0" (F.F.S.)
GROUP, INC.
EB No. 7770
Go HoMs
TOP OF ADJ. GRADE co °D
ELEV. +12.89' NGVD
CIVIL AND STRUCTURAL CONSULTING EN13IW;ERS ;
__.
I,
QUALITY INNOVATNE ENGINEERING DESIGN ^ ^ ^
4694 PALM AVENUE' LEVEL 2
......
HIALEAH, FLORIDA 33012
TEL: (305) B21 -1281 * FAX: (305) 825 -1705
F,
ROOF COVERING
ROOF TRUSS ANCHOR.
REFER TO ROOF PLAN
\ TOP OF BEAM
EL= +20' -4" A.F.F.S
2' -0" REFER TO ARCH. PLANS
BUTT. 2 PLY TRUSS TO WALL.
FAST W/ X-0 HILTI KWIK BOLT
II S.S. EMB. 3X' AT 12" O.C.
W/ 1X"0 WASHER TOP /BOTT.
CHORDS
TOP OF BEAM
EL.= +12' -6" A.F.F.
2RB -6—,"
CROSS SECTION "E"
SCALE: 3/8 " =1' -0"
2TB -1
BOTT. EL.= +13' -1V A.F.F.S.
2ND LEVEL TOP OF SLAB
- ---- - - - - --
ELEV. 11'- 1 1/2" A.F.F.S. Z
w
2T6 -1 #3 NOSEBAR
(BEYOND) o
z
8x8 CONC. SILL
W/ 2 - #5 CENTERED
TOP OF CONC. LANDING —
ELEV. +5' -6 7/8" A.F.F.S.
8x16 CONC. REINF.
W/ 2 #5 T &B, #3
TIES 0 6" O.C.
ROOF COVERING.
REFER TO ROOF PLAN
ROOF TRUSS ANCHOR.
REFER TO ROOF PLAN
TOP OF BEAM
EL= +9' -6" A.F.F.S.
2S -1
12"
CO REFER TO ARCHITECTURAL
" PLANS FOR STAIR TREAD
SLOPES AND LANDING LENGTHS
T.O.S.
ELEV. +0' -0" (F.F.S.)
TOP OF ADJ. GRADE co °D
ELEV. +12.89' NGVD
.
.
WF2412
4" CONC. SLAB OVER
X!" EXP. JOINT 6 MIL VAPOR BARRIER
MATERIAL OVERCOMPACTED FILL
REINF. W/ 6x6 -
W1.4xW1.4 W.W.M.
■- f�i- t- i- ■�i�t- ■mot -i- tit- i- i�t�7 -t- ■mot -i -iii -i
M
COMPACTED FILL
TO A MIN. OF 98% MOD. PROCTOR
UPPER STAIR SECTION
PROJECT A -1 00056 1
TOM MAP.liwl)
CIVIL, STRUCTURAL
REG. NO. 51562
TA R A FA
0ONSTRUCTMN
ROBERT TARAFA
ROBERT TARAFA
6501 N•W. 36 ST., SUITE 101
MIAMI, FL 33166
Phone: 1305.876.1440
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
JOB NUMBER j A- 100056
DATE 05-31 -06
CAD FLE NO
FEV18KW /SUBMI8910N8l
A
SEAL. a 1 I )
I,
......
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SECTIONS