05-658-021NEW CONCRETE TIE COLUMN
5 E PLAN AS SCHEDULED-
COLBUMN REE3aRELS=
SPLICE:: ?/410 30d (TYP.)
DRII�LALMBg) aE DD5'P EACPE
L�tl C - loo A H S( IN
HOLE AND AN No BAR
(TYPICAL EACH BAR).
EL. FIELD VERIFY
OP OF FTG. / BEAM a .'
d < v•
s
EXISTING STRUCTURE ° . ° ' . Q '
TIE COLUMN CONNECTION
DETAIL At BOTTOM °
DETAIL
wrs \s - 2v/
5/8' PLYWOOD SHEATHING UJ /10d COMMON NAILS,
NAILS SHALL BE 6' c/d AT PANEL EDGE AND 0 6'
AT INTERMEDIATE TRUSSES (TYP.) AND
a 41C /C AT GABLE ENDS 4 INTER- DIAPHRAGM GABLES
METAL DRIP '
Ix2 P.T. NAILER
Ix6 FASCIA
1 M 5 a. 481C/C GROUT
BLOCK CELL
BREAK BLOCK AND
FILL W/ 3000 PSI 0
DETAIL / E\
t1?5 -
USP 'TAPL I6'
HURRICANE STRAP
t METAL SEAT
NAA. *38- 1016.02
400-121503
2' -0'
OVERHANG
MATCH EXISTING
W/
EL.
FIELD
VERIFY
4 MATCH
2 -*5 x 2' -8' LONG. DRILL i'0 HOLE IN EXISTING
FOOTING 8' DEEP AND PLACE N0.5 BAR AND
FILL WITH FOR -ROK CEMENT NON - SHRINK
GROUT. -\
_. .-. G
a: v; d
• d' • A �d \
4
2' -0' lF
EXISTING FOOTING, FIELD VERIFY
NOTE:
TOP OF NEW FOOTING TO MATCH EXISTING FOOTING
NEW FOOTING CONNECTION TO
EXISTING FOOTING
USP JUS 24
N.O.A. X38- 042106
1x4 a 24'r-/c
2x4 P.T. NAILER W/
SW O AO.'S 0 24'
CONC. T.B.
SEE SCHEDULE
PREFABRICATED
WOOD TRUSSES
a 24'C /C
GIRDER
UPS MPAI
HURRICANE CLIP
N,OA. O 98- 0421.06
2x4 CROS
BRACING
2x4 CON'
HORIZON
LATERAL
BRACING
T. OF eeart
PER SCNEDIULE —
r
V14. 3. --L —1
6, � I taw CONCRETE
BEAM, SEE PLAN
EL. FIELD VERIFY ,� _ I I AS SCHEDULED.
T.OF T -B
UJ XY OUT
Wirt Fl -vni VRwi
TYPICAL EACH BAR —
EXISTING BLOCK WALL / I�
TO REMAIN
EXISTING STRUCTURE PNEW 37RUCTURE
NEW TIE BEAM TOtEXhIBTI 11E -6E/AM CONNECTION
N.'.T.S
spa' PLYWOOD OVER TRUesES
;5D TRUS°
24'c /c—
nd NAILS
•PJ ,
15 SP. 0 2' -0' c% = 30' -0' (MAX.) —
TYPICAL MWANENT LAM RAL BRACING FOR TRUSSES
2x4 CONTINUOUS HORIZONTAL
LATERAL BRACING
2x4 CROSS
BRACING
[DETAIL
N.T.8
47
NOTES:
HORIZONTAL BRACING OF TOP AND BOTTOM CHORD: DIAGONAL BRACING:
1. PROVIDE ONE ROW OF HORIZONTAL BRACING 1• PROVIDE CROSS BRACING, AS SHOWN, AT EACH END
A$ SHOWN EVERY 10' -0' OF SPAN OF TRUSS. OF EACH ROW OF PEWANENT HORIZONTAL BRACING,
AND AT NO MORE THAN 30' -0' SPACING IN
2. BRACING MEM13ERS TO BE CONTINUOUS 2x4 WOOD DIRECTION OF HORIZONTAL BRACING.
MEMBERS AT SPLICE LOCATIONS, LAP BRACINCx
MEMBERS OVER AT LEAST TWO TRUSSES. 2. BRACING MEMBERS TO BE 2x4 WOOD MEMBERS.
EL. FIELD VERIFY
T.OF B
TWO (21 -% x Y -O' LOWS
AT CENTERLINE OF
6 EX1511'�G TIE -BEAM,
TYPICAL.
EXISTING TIE -BEAM, fu TO REMAIN N SEE I I
BEAM, EE PL AN
DRILL 1/8'0 HOLE IN A$ SCHEDULED.
EXISTING TIE BEAM NEUJ GOLUMN
6' DEEP AND PLACE SEE PLAN AS
Nolo BAR AND FILL I I SCHEDULED.
WITH EPDXY GROUT,
TYPICAL EACH BAR
j
EXISTING BLOCK WALL
TO REMAIN
I x 8 CONT.
WOOD FASCIA
Ek1571NCs STRUCTURE NEW81RUGiURE v
NEW BEAM TO EXISTING TIE -BEAM CONNECTION
DETAIL
N.rs s -4
5/8' 'CDX' PLYWOOD SHEATHING NAILED
TO EVERY SUPPORT W/ 10d NAILS 9 6'
AND a 4' AT END ZONE l4' -0')/
TYPICAL
O O O O O
�'•f—�'J
I 1
LJ
PREFAB WOOD TRUSSES 0 24'
W/ 2 X 6 TOP AND BOTTOM CHORDS, TYR
NU -VUE NVHTA22 STRAP
W /4 -10d's THRU SEAT PLATE
AND 6 -10d's THRU STRAP
NOA. 030224-10
TRUSS ANCHORAGE CONNECTION
DETAIL /-G-\
rars _
�. �� •'��'tt �C ;F� 'air
ARVELO AND ASSOCIATES; R L�f
STRUCTURAL ENGINEERS
4848 SW 74th CT., MIAMI FL: J '
(305) 667 -7628 t • •`-' �', ... -.� `,
CERTIFICATE# EB- 0007321 �~► IrL `
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DATE:
02/02/05
ffN: Tr1•
CHECKED:
A. A. R.
ll =III
TWO (2) -% x 3' -0' L
EXISTING TIE -BEAM, T
TO REMAIN (
AT CENTERLINE OF
( I A
EXISTING TIE -BEAM,
DRILL 700 HOLE IN T
TYPICAL.
EXISTING TIE BAEM -
-� N
NEW COLUMN,
V DEEP AND PLACE S
SEE PLAN AS
Nolo BAR AND FILL I
I
I
SCHEDULED.
Wirt Fl -vni VRwi
TYPICAL EACH BAR —
EXISTING BLOCK WALL / I�
TO REMAIN
EXISTING STRUCTURE PNEW 37RUCTURE
NEW TIE BEAM TOtEXhIBTI 11E -6E/AM CONNECTION
N.'.T.S
spa' PLYWOOD OVER TRUesES
;5D TRUS°
24'c /c—
nd NAILS
•PJ ,
15 SP. 0 2' -0' c% = 30' -0' (MAX.) —
TYPICAL MWANENT LAM RAL BRACING FOR TRUSSES
2x4 CONTINUOUS HORIZONTAL
LATERAL BRACING
2x4 CROSS
BRACING
[DETAIL
N.T.8
47
NOTES:
HORIZONTAL BRACING OF TOP AND BOTTOM CHORD: DIAGONAL BRACING:
1. PROVIDE ONE ROW OF HORIZONTAL BRACING 1• PROVIDE CROSS BRACING, AS SHOWN, AT EACH END
A$ SHOWN EVERY 10' -0' OF SPAN OF TRUSS. OF EACH ROW OF PEWANENT HORIZONTAL BRACING,
AND AT NO MORE THAN 30' -0' SPACING IN
2. BRACING MEM13ERS TO BE CONTINUOUS 2x4 WOOD DIRECTION OF HORIZONTAL BRACING.
MEMBERS AT SPLICE LOCATIONS, LAP BRACINCx
MEMBERS OVER AT LEAST TWO TRUSSES. 2. BRACING MEMBERS TO BE 2x4 WOOD MEMBERS.
EL. FIELD VERIFY
T.OF B
TWO (21 -% x Y -O' LOWS
AT CENTERLINE OF
6 EX1511'�G TIE -BEAM,
TYPICAL.
EXISTING TIE -BEAM, fu TO REMAIN N SEE I I
BEAM, EE PL AN
DRILL 1/8'0 HOLE IN A$ SCHEDULED.
EXISTING TIE BEAM NEUJ GOLUMN
6' DEEP AND PLACE SEE PLAN AS
Nolo BAR AND FILL I I SCHEDULED.
WITH EPDXY GROUT,
TYPICAL EACH BAR
j
EXISTING BLOCK WALL
TO REMAIN
I x 8 CONT.
WOOD FASCIA
Ek1571NCs STRUCTURE NEW81RUGiURE v
NEW BEAM TO EXISTING TIE -BEAM CONNECTION
DETAIL
N.rs s -4
5/8' 'CDX' PLYWOOD SHEATHING NAILED
TO EVERY SUPPORT W/ 10d NAILS 9 6'
AND a 4' AT END ZONE l4' -0')/
TYPICAL
O O O O O
�'•f—�'J
I 1
LJ
PREFAB WOOD TRUSSES 0 24'
W/ 2 X 6 TOP AND BOTTOM CHORDS, TYR
NU -VUE NVHTA22 STRAP
W /4 -10d's THRU SEAT PLATE
AND 6 -10d's THRU STRAP
NOA. 030224-10
TRUSS ANCHORAGE CONNECTION
DETAIL /-G-\
rars _
�. �� •'��'tt �C ;F� 'air
ARVELO AND ASSOCIATES; R L�f
STRUCTURAL ENGINEERS
4848 SW 74th CT., MIAMI FL: J '
(305) 667 -7628 t • •`-' �', ... -.� `,
CERTIFICATE# EB- 0007321 �~► IrL `
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to
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0
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> P� 4 Q�
°w � 0 �'
'w z ® �z
H W � W
A a H V
0 P4
WU
W
x a
H s:
DATE:
02/02/05
ffN: Tr1•
CHECKED:
A. A. R.
ll =III