05-658-020S�E P��C�S 9CNED��A
COLS �BARELg
SPLICE: 30d (TYP.) ILI NIORLE L A C T IS IN RH
(TYPICAL EAG 6AR).
EL. FIELD VERIFY
OP G. / BEAM .
a a e
EXISTING STRUCTURE : ° ' °
�. - •:°
. e
TIE COLUMN CONNECTION a • '
DETAIL AT BOTTOM
DETAIL /A\
K,s —
2 -05 x 2' -8' LONG. DRILL I'# HOLE IN EXISTING
FOOTING 8' DEEP AND PLACE No.5 BAR AND
FILL WITH POR -ROK CEMENT NON - SHRINK
i ca�%j it
5/8' PLYWOOD SHEATHING UJ /10d COMMON NAILS,
NAILS SHALL BE V c/6 AT PANEL EDGE AND a V
AT INTERMEDIATE TRUSSES (TYP.) AND
a 41C /C AT GABLE ENDS 4 INTER- DIAPHRAGM GABLES
METAL DRIP '
1x2 P.T. NAILER
1x6 FASCIA
1 N 5 0. 48'C /C GROUT
BLOCK CELL
BREAK BLOCK AND
FILL W/ 3000 PSI Co
DETAIL �\
ra.s \\5 - 4/
% -------- I
USP 'TAPL 16'
HURRICANE STRAP
t METAL SEAT
NOA. "- 1016.02
t 00- 1218.03
Ll
21-01
OVERHANG
MATCH EXISTING
DETAIL ZR\
W/.
EXISTING FOOTING, FIELD VERIFY
NOTE:
TOP OF NEW FOOTING TO MATCH EXISTING FOOTING
NEW FOOTING CONNECTION TO
EXISTING FOOTING
USP JUS 24
N.OA. X38- 0421.06
/ ix4 0 24'c /c
2x4 P.T. NAILER W/
%'0 A.B.'S s 24'
CONC. T.B.
SEE SCHEDULE
PREFABRICATED
WOOD TRUSSES
a 24'C /C
GIRDER
UPS MPAI
HURRICANE CLIP
N.O.A. + 98- 0421.06
i
2x4 CROS
BRACING
2x4 CON'
HORIZON
LATERAL
BRACING
T. OF BEAM
PER 3CHEPULE r
'I I
_-r -r --1 -1
EL. FIELD VERIFY
NEW CONCRETE T•OF B
BEAM, SEE PLAN
AS SCHEDULED.
�I
Z�:
EXISTING 13
TWO 11)-"6 x 3'-0' L
70 REMAIN I ( AT CENTERLINE OF
EXISTING 11E- BEAM,
DRILL 7/8'0 HOLE IN TYPICAL.
EXISTING TIE SAEM L � NEW COLUMN,
6' DEEP AND PLACE SEE PLAN AS
Nob BAR AND FILL I SCHEDULED.
WITH EPDXY GROUT,
TYPICAL EACH BAR F —
EXISTING BLOCK WALL
TO REMAIN
EXI9tINCs SIfRUGTURE NEW 57RUGTURE
NEW TIE BEAM" TOtEXISiI TIE -BEAM/ �CONNECTION
N.T.6 4/
2x4 CONTINUOUS HORIZONTAL
PLYWOOD OVER TRUSSES LATERAL BRACING
EXISTING TIE -BEAM,
TO REMAIN
DRILL 100 HOLE IN
EXISTING TIE BEAM
V DEEP AND PLACE
Nob BAR AND FILL
WITH EPDXY GROUT,
TYPICAL EACH BAR
EXISTING BLOCK WALL
TO REMAIN
/vz,/
TWO (2) -Vo x Y -0' LONG
AT CENTERLINE OF
EXISTING TIE -BEAM,
TYPICAL.
� r
EXISTING STRUCTURE NEUTATRUCTURE
NEW BEAM TO EXISTING TIE -BEAM CONNECTION
DETAIL
N..6 \L- 4j
5/8' 'COX' PLYWOOD SHEATHING NAILED
TO EVERY SUPPORT W/ 10d NAILS O 6'
AND a 4' AT END ZONE (4' -01).
TYPICAL
o�
• o 0 0 o O
2x4 CROSS i _ i 6
BRACING \� i i J —PREFAB WOOD TRUSSES a 24'
;V TRUSS S W/ 2 X 6 TOP AND BOTTOM CHORDS, TYP.
I x 8 CONT. i
'
WOOD FASCIA `--'
NU -VUE NVHTA22 STRAP
Psd NAILS W /4 -10d's THRU SEAT PLATE
fa.) AND 6 -10d's THRU STRAP
NOA. 030224 -10
n vl E3
15 8P. g 2' -0' c/a a 30' -0' (MAX) —
T1 PICAL PERMANENT LATERAL BRACING FOR TRL66ES
IDETAIL
N.T.S
NOTES:
HORIZONTAL BRACING OF TOP AND BOTTOM CHOR[7: DIAGONAL BRACING:
1. PROVIDE ONE ROW OF HORIZONTAL BRACING 1. PROVIDE CROSS BRACING, AS SHOWN, AT EACH END
AS SHOWN EVERY 10' -0' OF SPAN OF TRUSS. OF EACH ROW OF PERMANENT HORIZONTAL BRACING,
AND AT NO MORE THAN 30' -0' SPACING IN
2. BRACING MEMBERS TO BE CONTINUOUS 2x4 WOOD) DIRECTION OF HORIZONTAL BRACING.
MEMBERS AT SPLICE LOCATIONS, LAP BRACING
MEMBERS OVER AT LEAST TWO TRUSSES. 2. BRACING MEMBERS TO BE 2x4 WOOD MEMBERS.
TRUSS ANCHORAGE CONNECTION
DETAIL
N.T.6
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ARVELO AND ASSOCIATES, INC. CT
STRUCTURAL ENGINEER ►E�• sQ.,� r
4848 SW 74th CT., MIAMI FL.
(305) 667 -7628,
CERTIFICATE EB- 0007321 sLSSI t'.
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DATE:
02/02/05
DRAWN: TM.
CHECKED:
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New CONCRETE
AS
I
SCHEDULED.
NEW COLUMN,
SEE PLAN AS
I
SCHEDULED.
r - -1
EXISTING STRUCTURE NEUTATRUCTURE
NEW BEAM TO EXISTING TIE -BEAM CONNECTION
DETAIL
N..6 \L- 4j
5/8' 'COX' PLYWOOD SHEATHING NAILED
TO EVERY SUPPORT W/ 10d NAILS O 6'
AND a 4' AT END ZONE (4' -01).
TYPICAL
o�
• o 0 0 o O
2x4 CROSS i _ i 6
BRACING \� i i J —PREFAB WOOD TRUSSES a 24'
;V TRUSS S W/ 2 X 6 TOP AND BOTTOM CHORDS, TYP.
I x 8 CONT. i
'
WOOD FASCIA `--'
NU -VUE NVHTA22 STRAP
Psd NAILS W /4 -10d's THRU SEAT PLATE
fa.) AND 6 -10d's THRU STRAP
NOA. 030224 -10
n vl E3
15 8P. g 2' -0' c/a a 30' -0' (MAX) —
T1 PICAL PERMANENT LATERAL BRACING FOR TRL66ES
IDETAIL
N.T.S
NOTES:
HORIZONTAL BRACING OF TOP AND BOTTOM CHOR[7: DIAGONAL BRACING:
1. PROVIDE ONE ROW OF HORIZONTAL BRACING 1. PROVIDE CROSS BRACING, AS SHOWN, AT EACH END
AS SHOWN EVERY 10' -0' OF SPAN OF TRUSS. OF EACH ROW OF PERMANENT HORIZONTAL BRACING,
AND AT NO MORE THAN 30' -0' SPACING IN
2. BRACING MEMBERS TO BE CONTINUOUS 2x4 WOOD) DIRECTION OF HORIZONTAL BRACING.
MEMBERS AT SPLICE LOCATIONS, LAP BRACING
MEMBERS OVER AT LEAST TWO TRUSSES. 2. BRACING MEMBERS TO BE 2x4 WOOD MEMBERS.
TRUSS ANCHORAGE CONNECTION
DETAIL
N.T.6
�y,j•A.h
ARVELO AND ASSOCIATES, INC. CT
STRUCTURAL ENGINEER ►E�• sQ.,� r
4848 SW 74th CT., MIAMI FL.
(305) 667 -7628,
CERTIFICATE EB- 0007321 sLSSI t'.
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DATE:
02/02/05
DRAWN: TM.
CHECKED:
A. A. R.
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