541 Atlantic Blvd EnCon Services, Inc.
Sign Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Progressive 2272 Jaudon Road
Atlantic Beach, FL Dover, FL 33527
813-655-3373
Awning F 813-655-9814
Design per ASCE 7-98&2004 Florida Building Code Aaron Biedenbach, P.E.
Design Specifications PE#52949
Importance Factor 1 FL EB#9394
Kzt 1 CBC#060535
Exposure Factor c QB#22527
Kd 1
Kz 0.85 Table 6-5 Pg 60 ASCE 7-98(Adjust for Height above grade)
V 130 mph
Cf 1.2 M/N(Larger/Smaller)<=6.0
G 0.85
Canopy Information
Height 2.00 ft
Width 8.83 ft
Thickness 2.00 ft
Distance grade to top 15 ft
Wind Sheer Force 150.04 (lb)
Weight of Awning 264.9 (lb)
Uplift Force = 304.44 (lb)
Total Tension Force = 662.42 (lb)
Required Provided
Fastener size Nominal 3/8 3/8
Minimum number of fasteners 8 8
Sheer Force per fastener Ib 38.1 280
Tension Force per fastener(lb) 82.8 352
Combination Tension and 0.37 <1 O.K.
Sheer ratio
Fastener can be Hilti Sleve anchor for hollow block or lag bolt into wood framing member, Liberty or Toggler®bolt
through 5/8"plywood. Lag bolts must penetrate 1 1/2"into structrual member.
:f
f'
Progressive Atlantic Beach Awning '�� ;
I I j
I I�
v
.,
amu, 1[)
p ]V O
z
CL
o
Qo5 Wca
- l
m ,
I
O _
oB
O Q
Q o m .
ryX QZ -i M
o D¢ l O M
SUV < PQ€ a J a
``I z oil `O
Q M L Z I Pr7 - Z
c� 3 s
m d F r r
rl� W g O� 'o$ Q� � W w Z
M W CL C J B W 2 Y Z
w U ui —J cii a W
ZZ I H
n � v
LL 3y o
W W OCD
_-- t LnI _
N n Z €2 o
J I I N I 1•-i E N O
I i' vN g w \ N
a d I N I m n I I w M� to d W oe ww N ao
in
M I— � o $
N 'n � x I Ij ro I ao ffi
x Mao w I x� w0 o� J= W a z
W X
w
N
r I x �
�o o G O Q�'
NM
a
I,, --- --
xI
, — —
t
f I w�
5t o
Z Iui O ; U O I\
c I I W N a� l\
o I F= I z U c c r)r�)
m •j U 0Mr70�
N I I .. .9 :3
to
LO
Q' vi W I I O
in O cN a`��Wm
J
:a+ O
a I --- --- I w8 na c oN oMaJ
4' ---
I W QN0OO Ii L�
F x N
in
J NH I I NjJ Mi MN
a P tn I N I tp i
w N UJ W N
O
JJ m N
N W m Im I o I I n v
I M
I I
w
OWpx
'r,
<
W
X
VI
r O 0O
M J U
I
wx
W N Q
J N W
P- 11
N M) _M'
tM�pp W W FuwP5;
wwM N <X F O CC ' 'M WJ � F U JJ wW NN
dam �F�N n� o
Iz wtOmmW=OO n< 0
m W Q��� X
� QQ WM U w Q
I N Jw Z ~ n
65
$ N —
€ FQ
o, ,n A.-
w
N I t0 J Z CO
— X
r
w IN
X
N O ..
W ' I U
\ Lt1 N
\ N
li p n M
— b M x
— tD P W
Ln
I � ww Le.l"
JZ
N mO
P N
N ggY
M M
f- o 10
W-
I1 I �
I� O M N N w v �0V WZ
LIU
43 9-
sgolR
N v \ O
I M m
g
6 J