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SECTION B-
SCALE: ,.2' . ,' -�' S -4
E
)TT
SCALE: 1/4' = V -0"
14
c
REMOVE MASONRY M
TId15 .REA 4 FOW A
GIRDER TRU56 CONNECTOR DETAILS
FLY TRUSS
1,200)
SCIHEE)ULE
MARK
DESCRIPTION
MARK
DESCRIPTION
1
Angle 3'x3' X 1 /4'extended leg (Fy ■36 k lZes dwg.
5
50 diama X 4' psr eVation kwlk -bolt bg Hilts
2
Steel plate eP/4'x4'x'/4' (Fy =36 ksl)
6
Presfabricated two or three ply truss
3
Steel plate IW/4'x4'016' (Fy ■ 36 k l)
1
Min. %' exterior grade plywood. See plan for nailing recj mt .
4
One (1) %1 dia. Oru bolt for two ply truss
15
Concrete masorrg block
One (1) 3/4' diam. O ru bolt for 0ree ply truss
S
8' X 12' T.B. (Typd
6) PROVIDE 2 x4 BOTT. CHORD LATERAL BRACING * TRUSS BL
PANEL POINT5 OR 10' -0' O.0 MAX. W/2 -16d *EA. TRUSS(----)
PESiGN CRITERIA:
146 MPH WIND VELOCITY
CATEGORY 11
EXPOSURE C
IMPORTANCE FACTOR 1.0
COEF. OF INTERNAL
PRESSURE 0.18
CODE. REF.:
FLORIDA BUILDING CODE 2004
ASC 1 -02
Kd FACTOR 10
CONCRETE 5EyAM SCHEDULE
MARK
PLAN NOTES:
SIZE
W X H
i)
SUPER IMPOSED LOADS
REMARK
BOTTa
DL 25 PSF
C
E=
LL = 30 PSF
M
TYPE=
NET UPLIFT - ZONE (D 45 PSF
T 13
SEE
PLAN
ZONE m t ® 65 P5F
2 0 5
2)
FOR CONNECTION OF PREFAB, WOOD TRUSS
TO CONC. BEAMS PROVIDE 'NVHTAi4' GALV. TRUSS
L1'
4* 12'
RAL.4 48'
ANCHOR BY 'NU -VUE' W / 6 -100 NAILS TO SEAT
p ,5_1
+20' -4'
PL. 4 14 -100 NAILS TO STRAP (TYP U.O.N.)
2 LAY.
2 j` 5
FOR TRUSSES WITH CLEAR SPAN OF 22' -0"
2 0 5
MORE IN ADDITION TO NVHTA 14 PROVIDE
[a'
10'
TA24 BY USP W/ UPLIFT CAP. = 1520+ (13 -LOD NAiLS TO TRUSS)
R E3 - 2
+20' -4'
N.O.A. FL. 03- 0224.10
2 06
3)
FOR ROOF SHEATHINGS PROVIDE 5/8' CDX PLYWD.
1
WI 10d NAILS * 4' O.C. ALONG EDGE t * ALL
`NC.
10'
SUPPORTING TRUSSES.
W/3 "4
. Eiji.
4)
FOR ALL EXTERIOR SOFFITS EXCEPT OVER HANGS
3 s g
406
PROVIDE MINIMUM 1/2' PLYWOOD SHEATHING
4" S
W/ 8 d NAILS 0 6' ALONG EDGES 4 * ALL
E2
12"
SUPPORTING TRUSSES BOTTOM CHORDS
RB -4
5)
FOR ALL PIGGY BACKS PROVIDE GALV.
206
2 "5
STRAP RT20F BY USP * EACH TRUSS
1 *5
W / 16 -16D NAILS EACH MEMBER
(02 PSF
10'
6) PROVIDE 2 x4 BOTT. CHORD LATERAL BRACING * TRUSS BL
PANEL POINT5 OR 10' -0' O.0 MAX. W/2 -16d *EA. TRUSS(----)
PESiGN CRITERIA:
146 MPH WIND VELOCITY
CATEGORY 11
EXPOSURE C
IMPORTANCE FACTOR 1.0
COEF. OF INTERNAL
PRESSURE 0.18
CODE. REF.:
FLORIDA BUILDING CODE 2004
ASC 1 -02
Kd FACTOR 10
CONCRETE 5EyAM SCHEDULE
MARK
TOP
ELEV.
SIZE
W X H
REIWORCEMENT
TIES OR STIRRUt°S
REMARK
BOTTa
T. TOF
C
E=
E. F.
M
TYPE=
SPACING
T 13
SEE
PLAN
8
MINX 12"
2 0 5
2 0 5
3
L1'
4* 12'
RAL.4 48'
2* 5 T 4 5-CORNER
5AR5 2' -6' x 2--b-
p ,5_1
+20' -4'
8' X G
2 LAY.
2 j` 5
2 0 5
3
[a'
10'
Q ARCH
R E3 - 2
+20' -4'
8" x 24'
2 06
2 05
1
3
[�'
10'
R B- 3
VARIES
16' XO
3 s g
406
4" S
3
E2
12"
C ARCH 56' MIN.
RB -4
+20' -4'
8'x28'
206
2 "5
1 *5
3
E?
10'
R5 - 5
+20' -4'
8' x 30'
2 LAY.
2" 5
�' S
3
im'
P/F WOOD
TRUSS
nails
O.G.
2 -16d nails
*4' O.G.
'TCB'
2' X 4' WOOD BLOCKING BETWEEN TRlJ55E5 TOP
CHORDS W/2 -16d NAILS EACH END (TYP.) TO
RECiVE imd NAILS FROM PLYWOOD SWEATING,.
'BL'
BOTT. CHOR BRACING: SEE NOTE
6/5 -7.
DIAPHRAGM BLOCKING DE=TAIL
SCALE: 3/4' ■ 1' -0'
i 1A f �,(tiF.'3
.
EL!i1 -Cx3i `r vrip T.
rTrr+EGl�1 ^,f'Li "CTION
�.,..0'J:D Ely:
0
12901 S.W. 132 AVE
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
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DATE: 02 -13 -01
DRAWN: AL1=X P - AP - JP
CHECKED: AP
PROJ. NO: 20061-13052
0. 0s -22 -01 B.D.G.
2,
3.
4.
BDC: BUILDING,. DEPT, COMMENTS
CC: CQOR6INAiION CHANGES,. \
AB: Q -f UI -.!..•
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LSO, 0�.'D:(�.B F LLO N•; 'rA A
ANGEL MILANES, AIA
AR- 0015845
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