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SGALE: 1/2' = 1' -0' �-
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SCALE: 1/4' = —0'
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12901 S.W. 132 AVE
FRET OVE MA50NRY IN MIAMI, FLORIDA 33186
I.�x WA4POWA
�., 2 3 T. (305) 278 -7776
Fi-
' 1 ' F. (305) 278 -7473
WWW.BELLONMILANES.COM
3/16' TYR AA- 0003505
mmr mmpw
3' 13'/4r 3'
C3 1/4 1
TWO F�Y TRUSS
(Max. upII 5,800)
0
G;IRDER TRUSS CONNECTOR DETAILS
3%43/4'L3'
3'
103/4,
THREE I FLY TRUSS
(Max. uplirl 1,200)
�Q]
SCHEDULE
MAW,
DESCRIPTION
MAW
DESCRIPTION
1
Angle 3'x3' X 1 /4'extended leg (1=9.36 k*08ce dwg.
5
DIV diam. X 4' psnstration kwlk -bolt N lailti
2
Steel plate V4'x4Y /4' (N-36 ksU
6
Prefabricated two or tree ply truss
3
steel plate 11 /.14'x4'x4b" (N ■ 36 ksi)
I
Min. '}'s' exterior grade pl9wood. See plan for nailing req'mts.
4
One (1) %' dia. tru bolt for two ply truss
8
I Concrete maoorrg block
One (1) 3/4' diem. tru bolt for tree ply truss
9
8' X 12' T.5. (TypJ
DESIGN CRITERIA:
146 MPH WIND VELOCITY
CATEGORY II
EXPOSURE G
IMPORTANCE FACTOR 1.0
COEF. OF INTERNAL
PRESSURE 0.18
CODE. REF.:
FLORIDA BUILDING CODE 2004
ASG "1 -02
Kd FACTOR 1.0
CONCRETE BEAM SCHEDULE
MARK
PLAN NOTES:
SIZE
W X H
1)
SUPER IMPOSED LOADS
REMARK
BOTT.
DL = 25 PSF
C
E
LL = 30 PSF
N'
TYPE
NET UPLIFT = ZONE m 45 PSF
T E3
SEE
PLAN
ZONE @ t 3 58 PSF
2 * 5
2)
FOR CONNECTION OF PREFAB. WOOD TRUSS
TO CONC. BEAMS PROVIDE 'NVHTAI4' GALV. TRUSS
4* 12'
6AL.* 48•
ANCHOR BY "NU -VUE' W / 6 -10D NAILS TO SEAT
R 5- 1
+2 @' -4'
PL. 4 14 -1 @D NAILS TO STRAP (TYP U.ON.)
2* 5t'
2 05
FOR TRUSSES WITH CLEAR SPAN OF 22' -0'
• E
MORE IN ADDITION TO NVHTA 14 PROVIDE
[j'
10'
TA18 BY USP W/ UPLIFT CAP. = 1520*
R5 -2
+20' -4'
N.O.A. FL. 03- 0224.10
206
3)
FOR ROOF SHEATHING PROVIDE 5/8' CDX PLYWD.
1 *5
W/ loci NAILS a 4' O.G. ALONG EDGE t * ALL
>NG,
10'
SUPPORTING TRUSSES_
W/3 "4
. �IJ.
E
4)
FOR ALL EXTERIOR SOFFITS EXCEPT OVER HANGS
3 N 5
4 * ro
PROVIDE MINIMUM I %' PLYWOOD SHEATHING
11118 d NAILS * 6' ALONG: EDGES 4 Q ALL
[2
12'
SUPPORTING TRUSSES BOTTOM CHORDS
R5 -4
5)
FOR ALL PIGGY BACKS PROVIDE GALV.
2s6
205
STRAP RT20F BY USP a EACH TRUSS
1 *5
W / 16 -160 NAILS EACH MEMBER
62 P3F
10'
R 5- 5
6)
PROVIDE 2 x4 5OTT. CHORD LATERAL BRACING * TRUSS BL
2 LAY.
2 0 5
PANEL POINTS OR 10' -0' O.0 MAX. W/2 -1rod *EA. TRUSS ( -- - ).
DESIGN CRITERIA:
146 MPH WIND VELOCITY
CATEGORY II
EXPOSURE G
IMPORTANCE FACTOR 1.0
COEF. OF INTERNAL
PRESSURE 0.18
CODE. REF.:
FLORIDA BUILDING CODE 2004
ASG "1 -02
Kd FACTOR 1.0
CONCRETE BEAM SCHEDULE
MARK
TOP
ELEV.
SIZE
W X H
REINFORCEMENT
TiES OR STIRRUP6
REMARK
BOTT.
ONT. TO
C
E
E. F.
N'
TYPE
SPACING
T E3
SEE
PLAN
8
MINX 12'
2 * 5
2 e 5
3
4* 12'
6AL.* 48•
2* 5 T< B. CORNER
5AR5 2' -6' X 2' -6'
R 5- 1
+2 @' -4'
8' X Q
2* 5t'
2 05
• E
3
[j'
10'
Q ARCH
R5 -2
+20' -4'
8'x24"
206
200,
1 *5
3
10'
RIB - 3
VARIES
16' XQ
3 N 5
4 * ro
3
[2
12'
Q ARCH 56' MIN.
R5 -4
+20' -4'
8'x28'
2s6
205
1 *5
3
0
10'
R 5- 5
+20' -4'
8' x 30'
2 LAY.
2 0 5
05
3
0
1 0'
City o So"~II! - � r i a n I
10d nails
04' OZ.
Building D ;) L
- r
'TCB'
P/1__ WOOD 2' X 4' WOOD BLOCKING BETWEEN TRI,ISSES TOP
TRUSS CHORDS W12 -Ibd NAILS EACH END (TYP.) TO
2 -lbd nails RECIVE 10d NAILS FROM PLYWOOD SHEATINCs.
*4' O.G.
'BL.'
BOTT. CHOR BRACING SEE NOTE
6/S -1.
DIAPHRAGM BLOCKING DETAIL
6CALE: 3/4' ■ i' -m'
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
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DATE: 02 -13 -01
DRAWN: ALEX P - AP - J.P
CHECKED: A_P
PROJ. NO: 2006LB052
1.
2.
3,
BDC: BUILDING DEPT. COMMENTS
CC: COORDINATION CHANGES
AB: AS -BUILT
RAP: RVISION AFTER .APPROVAL
LEO'OLDQ ?sE1N, AIA
U .4 BAR- OOi"S737
ANGEL MILANES, AIA
AR- 0015845
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OF
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