60 Ocean Blvd 2015 awning 1 .. -4
'LK 9Lt' �"�^^^�•�^f
00/L7/G �
-i acsrvuv.1
lm.21
Q
HOE
�i
z ..
_ >
z
Es
PRN'�� d77=-
EME
1 t
.YG'UCt ;,Zt.CU9 K
(✓j .Y9 .Q'6 f V f
- o ; A:
JR
s s
•a 'Si-iia ��Q:J �1`i til I n l 5
fit $
tai i
e it
r�
,7.ts^r rrat�w n 1 —�F r�jFsxrc
ZGs M 2E,cz.^9 i
�j1S N,6- H
Ills
{ r.Yi�n••-gyrus r�
' LatZ3p;ix.. I kll2
Y�69 1 3.1+1"0.7 l'4%1 u S�tfl:7 tl JfP` .{ryr Jq 3H4
SLf jyx34 1:1H 4 tl a",, Y. •RJ.`lyhiSaI 1,IZM]' 7I<hyLY
y,' �7 fId7 c of 1-.sa3s a t 1 r w ku u u x, :4V;
r cHaswr
f
`STRUCTURAL ENGINEER:
LTL Associates, Inc.
5725 Corporate Way, Suite 202
GENERAL NOTES: 7, C)L L *5 D West Palm Beach, Florida 33407
1. All members shall be 6063-T6 aluminum tube. (561) 478-1845
2. All other material shall be 6063-T6 aluminum(U.O.N.). 5 't C G G`"� Q
3. All welds shall comply with A.W.S.code(latest edition). ��rtfieate of Authorization #6116
4. Cover all welds with corrosion resistant coating. R 3 z ��
5. All structures designed in accordance with Section 31
and Section 16 of the Florida Building Code(2010)-
ASCE 7-10.
6. Awning covers shall be removed in periods of high L oc? c moo `• A A ("``� 4�-5 � ? t�
Winds;specifically winds in excess of 75 m.p.h.Awning �� 5 '57 flu r-
.
w/cover will sustain 105 m.ph.(3 second gust)-Risk
categoryJl,_Exposure C._
7. Frames without fabric will sustain 160 m.p.h.winds(3
second gust),Exposure C
8. All connections shall be fully welded(U.O.N.).
9. All frames have been designed using rational analysis.
f•
ifs',
ref'. �f� Mix p�xu LD
r� t
y
� I
in. �tl
2.'
t.R a i
1 f r
fla' 1
1 f a.
s l t i u L, v->f1-b
IRS-�Y
Fhv-C-,.st,P
41
I o f ark A.T lka Jr;,
�.�.x�en-si✓'Twq.�si7-38