HomeMy WebLinkAboutPLANSI
Electrical connections is compliant with NFPA70/NEC2011.
All electrical components will be UL Listed and approved as per 2011 NEC 600.4,�600.3
& designed to UL
#48 Per F.S. 553-19.
All signs are to be grounded and bonded per NEC 600.7 and 250.
All wiring inside letters will be 12V-Class 2 18GA/Low Voltage wiring.
All primary wiring will be #12 Thin High tention as per N EC 600.1(c).
These plans comply with the FBC 4505.21.
LU
se
THESE PLANS AND ALL PROPOSED WORK
C=
CIQ
z
ARE SUBJECT TO.&Y CONRECTIONS
C"
0
0
REGUIRED V FIELD INVIT-OTORS THAT i
LU
MAY K NFCRSOARY IN ORDER TO I
LLI
SfLUCIE
cc
COUNTY
,PLAN REVIEW
BLOG:'M
PLU
DATE:
DATE:
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSISIn OF THE MOUNTING POINTS
MVUUIL VV. VVd11, rM �UU4 I � 0 d[1U M. H 1U.
CA 7882 24710 State Road 54 Lutz, FL 33559 PH: (813) 948-2812
1. JEWEL-LITE TRIMCAP
2. SILICONE SEAL - TYPICAL
3. INTERIOR PAINTED WHITE
4. .063" ALUMINUM BACK
5. 3/16" FLEX FACE
6. LED MODULES
7. WEEP HOLES WITH
BAFFLES AS REQUIRED
8. .040 ALUMINUM RETURN
9. RACEW AY WITH
DISCONNECT SWITCH
10. STAINLESS STEEL STUD
AND NUTS
11. 1/4' ALUMINUM SPACER
12. LED POWER SUPPLY
I
PDF�itedwfthpdfFa�rytrWwmlnn�,p�MM.�
Z6 ft
Wb
ED
(ED)
E3)
CEO
js
�
_f3jPM
0
El
N
CC
Eg
0
FAQT
=c=.
RECEIVED M'"'
FRONT
DEC - 13 2016 SIDES
PERM —InNG CNR S1 I
eipnjvL Lum Coun�y, FL REAR -
(33NNVOS
Sovran Florida 4
SacurityWfS�geML
SoWAF.daWHM,�dStWc1%M z A?
�SMMN�MM�NO.511WO
DFCHWAQD�MS�MWW�
B�HGMVFE�MMOF�YMMISQG'.00M 0
>1
a) —51
YG ?- m
:3 ED
z
FILE upy U).26g
Cu
0
06
0 16
MZ89
a� V
REQ.
A S and E. Inc.
24710 State Road 54
FI 33559
(813) 948-2812
a)
LO
Co
r_ L0
IE
, fz
r n
ffic
....... ......
Sol
all,
co
13 C*4
ci
V
J3
LO 4
0
mom
C!H a I & .. N
in
r
Name:
Wind Speed
Mean Height
Novel Signs
175 mph
60 ft
Project Life Storage
All Wind Loads meet 5th Edition 2014 Florida
Building Code
Wind Code ASCE 7-10 Exposure C
Wind Pressure (WP) 75.30 psf
GCp 1.40 Total Pressure = WP*SF
Letter Height (in)
Letter Width (in)
Area
Number of Bolts
Risk Category
105.42 psf
RECEIVED
DEC 13 2016
PERNIF17INiG
St. Lucie Cou.11y, FL
Connection Notes: 31" Logo Wall Sign
Use (4) - 3/8" dia. sts lag screws with a min. 2"
embedment depth into structural blocking. Or use
(4) - 3/8" dia. Simpson Sleeve -All anchor bolts
with a min. 1-1/8" embedment depth into
structural concrete blocking. Or use (4) - 3/8" dia.
s1s threaded thru bolts vi(ith min. 2" square
washers into structural 2x4 wood blocking.
Connection Notes: Life Storage Raceway
Use (8) - 3/8" dia. s/s lag screws with a min. 2"
embedment depth into structural blocking. Or use
(8) - 3/8" dia. Simpson Sleeve -All anchor bolts
with a min. 1-1/8" embedment depth into
structural concrete blocking. Or use (8) - 3/8" dia.
s/s threaded thru bolts with min. 2" square
Shear Value 160 lbs Lwashers into structural 2X4 wood blocking. � I
Tension Value 350 lbs
Shear per bolt =Area * 10 psf 16.681
Tension per bolt =Pressure * Area 105.531$ILE (C"'OPY
Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value
2 ft 7 in
2 ft 7 in
6.6736 sq ft
4
lBolt Value 0.41 < 1.00 O.K. I
General Notes: Connectiondesign only. All wind load calculations
based on code reference section 1609, which references ASCE 7.
Shape factor are determined per ASCE 7. If site conditons differ
from stated reference contact A S and E, Inc.
Robert W. Wall, PE
FI Reg #46021