1079 Atlantic Blvd 2014 Sign NOTES:
a
1. DESIGN WIND PRESSURE IN
1801±
CONFORMANCE w/FBC 2010 ED
lid
REFERENCING
ASCE 7-10.SEE CHART
FOR DESIGN CRITERIA
2. PRE-EN
G'RED SIGN FACE BY OTHERS.
DELEGATE ENGINEER SHALL PROVIDE
'14
DESIGN DRAWINGS TO RICHARDSON
ENGINEERING FOR APPROVAL PRIOR
TO FABRICATION OR ERECTION
If iJ
3. CONTRACTOR SHALL BE RESPONSIBLE
I P FOR WATERPROOFING
At
WIN, 4. BOLTS: ASTM A307
R"52"M 'N",
,
fill
SM, t
'7
'011
=1=2 18 all Isfialimss=
it
PROPOSED MAX
E
0"
if
METAL PANELS
BUILDING ELEVATION
j;it I' t
Wit SCALENTS
j:
'J:
ALUM
it I Z-1" X 1" XY16
IN 20' SEGMENTS ESIGN CRITERIA CHART
WIND D
ti
RISK CATEGORY
EXISTING ROOF
J: 130
WIND VELOCITY (mph)
3 MIL MAX METAL
B
jj:; EXPOSURE CATEGORY
PANEL
t FORCE COEFFICIENT Cf 1.8
it
t DESIGN WIND PRESSURE (ps� 20.9
j!
DO NOT MASTER FILE THIS DRAWING
RICHARDSON
ALUM F-RETAINER
it
I ENGINEERING
#12 TEK SCREWS
SEALED BY RICHARD B.RICHARDSON,P.E.
@ 12" OC
i it
131 ZELMA STREET
ORLANDO,FLORIDA 32803
LIC#:00012380 ID#:EB26251
ATLANTIC BEACH,FL
CLIENT: GENERAL SIGN
TYP SECTION ROOF FASCIA
DATE: 05-06-14
JOB#: 140324
"Trn
SCALE: 3" V-10"
-1 V;
T D CAS
RAWN BY:
SHEE 1 OF 1
it
it il�