05-1359(3)-014ROOF LOADS
LL= 30P5F X 1.1 = 51PSF
DL
ROOFING = 20PSF 30PSF X IA = 42PSF
t DECK - 5PSF
CLG = 5PSF
TL = 60P5F UL = 93FSF
P■ 2.4 k
CE I -98 COMPONENTS AND CLADDING I Um -2.1 {�k�ppEEyy��
cPOSuRE =C V= 146MPH N =24.5' 1.1.0 CEONi IDEiAIL
�TEGORY =2 TRIBUTARY AREA = 3920 9h= 51.4FPS
UPLIFT LOADS
PLIFT (ZONE 1) = 51.4 E(- 0.841 - 0.18)] = - 52.48P5F
ESS MIN. DEAD LOAD - IOPSF
ET UPLIFT (ZONE 1) - — 42BPSF
1
(+1
1D
F-
PLIFT (ZONE 2 t 3) = 51.4 [ -1685- 0.18)] = - 95.86PSF
ESS MIN. DEAD LOAD = IOPSF
ET UPLIFT (ZONE 2 t 3) _ - 85.9PSF
PLIFT (OVERHANG) = 51.4 (- 2.1 -0.8)
_ - 149.06PSF
ESS MIN. DEAD LOAD
= 10PSF
ET UPLIFT (OVERHANG)
_ - 139.1PSF
r
1 114' 12 9 3/4'
\ / \"!E PLM n
MINIMUM
EMBEDMENT
,
r
1 1/2'
' (TYP.)
TOP OF CONC.
BEAM –\
9 1/4'
UPLIFT CAPACITY= 6440 •
— ITOP OF:
BEAM-\
DROP TIE BEAM TO 18'
AT 3 PLY GIRDER LOCATIO
AND ADD 205 50T
PRE -r-145
SCHEDULE
TRUSSE
II
MAW
DESCRIPTION
(PROM
MAR1<
DESCRIPTION
I
ANGLE 3'X3'XI/4'
LEG (FY- 36K81). S
W EXTEND.
E DWS.
5
3/4' DIAM. HILTI KWIK BOLT II (CARBON STEEL), 2 REO'D
2
STEEL PLATE 9 -3/
'X4'Xl /4'(FY -36 KSI)
6
PREFABRICATED TWO OR THREE PLY TRUSS.
3
STEEL PLATE II 114
X4'X3/8'(FY -36 KSI) It
'i
MIN. 5 /8' EXTERIOR GRADE PLYWD. SEE PLAN FOR NAILING REOT (TS.
4
(1), 3/4' DIAM.
HRU BOLT FOR TWO PLY TRU86
8
MIN. 8'X12' CONC. TIE BEAM (fc -3,000 psi, MINIMUM)
(40) 10d X 1 -1/2'
EON
(1), 3/4' DIAM. JHRU
BOLT FOR THREE PLY TRUSS
9
CONCRETE MASONRY BLOCK
PRE -r-145
WD.
TRUSSE
II
24' O.C.
FASTENER
(PROM
E
SHOP
WG'S
FORA
CHITEC
APPROVAL)
380
t
e
X12' 111= ==A3J -1
1405 BARS CONT. (TYP.)
03 STIRRUPS 6 48' O.C.
ADD 205 CORNER BARS W/30' LEGS
40 3 STIRRUPS m 12' O.C. 0 ALL CORNERS ).
GIRDER CONNECTION DETAIL
SCALE= 1/2' - 1' -m'
SEE ARCHITECTURAL
FOR ROOFING INFORMATION
"c° 1- TAPL -16
A -24
CHOR TYP. U.OX
)OF SHEATHING TO BE 19/32' PLYWOOD
ad NAILS m 6' O.C. T14RUOUT AND WITH 10d
JLS 6 4' O.G. AT GABLE EDGES.
PICAL.
rk ave plao
21 ILI W
1
1►
+A
3 � 4 3/4' 3 •
N
10 3/4'
UPLIFT CAPACITY= 13980 0
�Z�I�i1���c3►�
EL +21'-4'
YPICAL ROOF TRUSS CONK DETAIL
: 3/4' = 1' -0'
,o
4- $/41X'1' NILtI KWIK BOLTS
TB ( +1IV4')
P ■ 2.4 k
U- -2.1 k
USP 1 NLPTA --(5
PROVIDE PERMANENT BRACINGc -
OF 2X4 CONT 'RAT RUNNERS' ON TO
OF BOTTOM CHORD OF TRUSSES
SPACED a S' -O' O.C. MAXIMUM.T'rP.
PROVIDE X- BRACINGs ALONG -
RAT RUNNERS a 2' -0' O.C.
TYPICAL �__- F. tTk --
U-3.4 k
USP 1 I- NLPTA -15
�I
TB( + P -4')
9' -0' I. I. 9' -0'
ROOF PLAN
SCALE . 1 /0'= 1' -0'
USP CONNECTOR SCHEDULE
MARK
II I
II
�I
TB( + P -4')
9' -0' I. I. 9' -0'
ROOF PLAN
SCALE . 1 /0'= 1' -0'
USP CONNECTOR SCHEDULE
MARK
N.O.A.
ALLOWABLE
UPLIFT
W
FASTENER
INSTALLATION
TYPE
F1
F2
JOISTS
TA -24
01- 0912.05
1210
380
335
(11) 10d X 1 -11/2'
O
O
TA -20
01- 0912.05
1040
a
r•��
(9) 10d X 1 -11/2'
V)
NLPTA -15
08- 0508.04
3500
2040
2100
(40) 10d X 1 -1/2'
DOUBLE ANCHOR
LO
Cj
Z
1-4
N_
�D
U)
1
c+
1D
H
446.i
z1114w
TN%-
0
U)
W
CC)
co
LO
w
�L
E-
L)
C)
O
W
O
O
a
r•��
z
°
V)
z1114w
TN%-
U)
W
W
O
w
z1114w
TN%-
m
O
'5
a�
>n �
r
�4 b
cd m
THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE
WITH THE FLORID BUILDING CODE, 2001 EDITION.
sheet no.
JOSE A. SANCHEZ, P.E.
CONSULTING ENGINEER
STRUCTURAL P.E. # 40227
5001 S.W. 74th CT. #102 5-3
MIAMI, FLORIDA 33155
(305) 668 -4555 FAX (305)668 -2206 3 Of
E —MAIL: Jaspe®bellsouth.net
I
0
a.1
O
00
w
O
O
a
co
LO
LO
Cj
Z
1-4
N_
�D
U)
U2
W
E"
E-,
W
� c
w
�a00c:
n-
O
cr)
..
W
Ow
O
L
z
o0-1
zz�
c°o'
m
O
'5
a�
>n �
r
�4 b
cd m
THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE
WITH THE FLORID BUILDING CODE, 2001 EDITION.
sheet no.
JOSE A. SANCHEZ, P.E.
CONSULTING ENGINEER
STRUCTURAL P.E. # 40227
5001 S.W. 74th CT. #102 5-3
MIAMI, FLORIDA 33155
(305) 668 -4555 FAX (305)668 -2206 3 Of
E —MAIL: Jaspe®bellsouth.net
I