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46.6in ne 3�Iin26.6in
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Signage: Back Lit Channel Letters
Illumination: LED
Illumination Color: White
Letter Size: 12.5", 32" & 26.6"
Border: 46.6" x 72.5"
Total Sq. Footage: 23.46 sq ft
Store Frontage: 945 sq ft
Color: Black
Install: Yes
Nfl!i r SN ACK 1=EO, s
--�-'WEST ELEVATION
J. rRONT—__ _
"Ins — REVIEWED FOR U
STRUCTURAL NOTES ASSEMBLY PER NEC 60 ®L /,r1 ELECTRICAL NOTES:
Design Is In a6wrdanhe wdh (Ko requirements of the Fla Bldg Code bth Ed (2017) 16 tJ R �i�' s - CODE COMPLIANCE J I � ALL ELECTRICAL DESIGN AND EXISTING PRIMARY ELECTRICAL IS BY
for use within &outs tle rha High Valocty Hurricane Zone (HVHZ).� LUCI Tv L
This rtifes onlyihe slmcluralntegrlty of those systems, compere ,R ___/ ECOUN1 7 and/or other construction expljrilly spec fietl M1ere n. Elect'cal etas, details, y #j COUNTY
N electrical r s are provitletl ISy antl are the sole responsibility of the electrical codlr'{, Ali B O C �i
No electrical review has been peHamj and no.,fication ty Such the
is intended. 5B r-rt ty
AlUminum extrusions shall be d963-T6, Unless reload otherwise.
SED CONDITIONS
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EXISTING CONDITIONS
LISTED OTHERS AND IG NOTED FO0. REFERENCE ONLY AND NOT PART OF
CEFTIFICATION, WORK SHALLBE APPROVED AND INSTALLED BY A
E121535 DPROFESSIONAL
ALL ELECBICAL COMPONENTS SHALL RE U/L LISTEO AND SHALL COMPLY
W I I II THE GOVERNING EDITION OF THE NATIONAL ELECTRIC CODE IN
EFFECT AT THE TIME OF PERMIT APPLICATION. SIGN SHALL BE
GROUNDED IN ACCORDANCE WITH GOVERNING CODES. ALL BREAKER
AND TIMING DEVICES SHALL BE IDENTIFIED AT TIME OF INSTgLIAT[ON.
All Designs Are The Property Of Sign A Rama Deerfield Beach, And May Not Be Duplicated Without Permission.
—DEliirELD BEACH'
STATE;ICEAISED B 1NS ED
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Notes: & NOL15, a,aPglable: Sind mmPashm,shaN bemated, puni or o0rrwlre PmMed a9ainRmla ianPa FD( See 7103.Ldt126.-Mum amprearre nanfxtset And or anbalded in mnLah, hall be pored If PMrmr6d As Preset ed InAOMr-151ra6or Pnuic/nmaxme seams provided. -All Broad faster sshall be S S. orhem
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Proposed
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JUL 16 -r3
ST, Lucie County, Permitting
Conditions C Engineering )
A. 2" ALUMINUM SPACERS
B..125 TEC SCREWS
(4-5 PER LETTER )
C. LED ILLUMINATION
D..063 RETURNS W / DRAIN HOLES
.080 FACES
E..125 LEXAN BACK
F. ON / OFF 20 AMP DISCONNECT
G. GROUND LUG
H. 12V-60W LED BALLAST
I. METAL CAN WITH LID
J. CONCRETE WALL
K. DISCONNECT SWITCH
(20AMP/ON-OFF)
IG) L. 112" LIQUID TIGHT CONDUIT
M. REF ANCHOR SCHEDULE
LED Driver 60 watt UL (c RU us #E320521 & E307078)
LED Modules UL (c RU us # E340368)
SWITCH UL (c RU us #E200089) ANCHORSCHEDULE
Wire 18.2 stranded c UL and UL
Wire nuts UL #113650
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1101 S. PowAdine Rd. Ste IN
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Signage: Back Lit Channel Letters
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Illumination: LED
One Plant
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Illumination Color: White
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Letter Size:12.5", 32" & 26.6"
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Border: 46.6" x 72.5"
Total Sq. Footage: 23.46 sq ft
Store Frontage: 945 sq ft
Color: Black
7510 US 1
Install: Yes
Port St Lucie
REVIEWED FOR
CODE COMPLIANCE
10-29-19
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STRUCTURAL NOTES: ASSEMBLY PER NEC 600-3
ELECTRICAL NOTES:
Design is In Accordance with the requirements of the Fla Bldg Code 6th Ed (2017)
ALL ELECTRICAL DESIGN AND EXISTING PRIMARY ELECTRICAL IS BY
for One Within & Outside the High Velocity Hurricane Zone (HVHZ).
OTHERS AND IS NOTED FOR REFERENCE ONLY AND NOT PART OF
This engineering Codifies Only the structural iMBggy Of those systems, components,
CERTIFICATION. WORK SHALL BE APPROVED AND INSTALLED BY A
andlor other construction explicitly specified herein. Electrical notes, details,
LICENSED PROFESSIONAL,
ALL ELECTRICAL COMPONENTS SHALL BE U/L LISTED AND SHALL COMPLY
& specifications are provided by and are the SOIe Responsibility of the electrcal contractor.
WITH THE GOVERNING EDITION OF THE NATIONAL ELECTRIC CODE IN
No electrical review has been performed and no cedlflcatlon of such Is intended.
EFFECT AT THE TIME OF PERMIT APPLICATION. SIGN SHALL BE
Aluminum extrusions shall be 6083-TB, unless Doted Othemise.
GROUNDED IN ACCORDANCE WITH GOVERNING CODES ALL BREAKER
AND TIMING DEVICES SHALL BE IDENTIFIED AT TIME OF INSTALLATION.
^^aLL FaSTFNEN55HgLL BFSPA[fe EVENLY^^ II F
WALLMATERIAL
ANCHOR TYPE
41 r er pYMIrvY
CONCRETE(3of or
HOLLOWMASONRY
1/4" THREADED RODS WITH MIN 2" EMBED IN ADHESIVE
MIN (8:TOTAL
1/4' TAPCONS(OR EQUIV) WITH 1.75"EMBED
MIN (6)TOTAL
1/4' EXPANSION ANCHORS WITH 2.5"EMBED
MIN (6)TOTAL
1/2" PLYWOOD
(NO ACCESS BEHIND(
1/4" TOGGLE BOLTS
MIN (8) TOTAL
1/4" WOOD SCREWS OR TAPCONS, FULL EMBED
MIN (10)TOTAL
METAL STUDS/PANELS
A14METAL SCREWS TO MIN loan STEEL OR 0.0o0"ALUM
MIN (8)TOTAL
HOLLOW WALL+BLOCKING
1/4"THRUBOLTS OR LAGS TO SOLID BLOCKING BEHIND
MIN(6)TOTAL
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LISTED
VARIES
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DESIGN CALCULATIONS JUL 1 s ,020
ST. Lucie County, Permitting
FOR
ONE PLANT REVIEWED FOR
46"x72" SIGN CABINE&ODE COMPLIANCE
7510 US 1-Port St Lucie ST. LUCIE COUNTY
EOCC
GENERAL NOTES:
1. Design is in accordance with the Florida Building Code 6th Edition (2017)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 as
shown herein.
3. These engineering calculations pertain only to the structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) is assumed to be in good condition,
capable of supporting the loaded system, subject to building department
approval. No warranty, either expressed or implied, is contained herein.
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6. Aluminum components in contact with steel or embedded in concrete
shall be protected as prescribed in the 2015 Aluminum Design Manual,
Part 1. Steel components in contact with, but not encased in, concrete
shall be coated, painted, or otherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design as shown only.
Use of this specification by contractor, et. Al, indemnifies and saves
harmless this engineer for all costs & damages including legal fees &
apellate fees resulting from deviation from this design.
FILE Cop,
Index:
Pg 1 Cover
Pg2 Wind Loads
Pg 3 Anchor Design
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No. 673
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Easy S603tu„u
f'# 67382
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1200 N Federal Hwy, #200 ['
Boca Raton, FL 33432 Easy
asy .Seals .com Page 1
Easy
Seals CALCULATIONS FOR WALL -MOUNTED SIGNS
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ASCE 7-10 Design Wind Loads
WALL -MOUNTED SIGNS
Building Specs
V = 160 mph Basic wind speed
Exposure C
Calculations
a = 9.5:.
zg = 900'
Gcpi = 0
3-sec gust speed power law exponent
Nominal ht. of atmos. boundary layer
Internal pressure coeff
ASD Load Combo Coeff: 0.6
Kd = 0.85 Directionality factor
Kzt = 1.0 Topographic factor
A = 10 sq ft Tributary area
160
WALL
SIGN
1EIGHT ,
mph - Exp
-MOUNTED SIGNS
ASD WIND PRESSURES
CENTER
(Zone 4)
31.2psf
"C"
CORNER
(Zone 5)
39.7psf
y
0.85
%
47.3
p-
U �.
-1.10
SY
U
-1.40 PFVIEWED FOR
15ft
20ft
33.2psf
42.2psf
0.90
50.2
-1.10
-1.4j,�ODE COMPLIANCE25ft
34.8psf
44.2psf
0.95
52.7
-1.101.4
�`�71UNTY
30 ft
36.1 psf
46.0 psf
0.98
54.7
-1.10
-1.40
35 ft
37.3 psf
47.5 psf
1,01
56.5
-1.10
-1.40
40 ft
38.4 psf
48.8 psf
3..04
58.1
-1.10
-1A0
45 ft
39.3 psf
50.1 psf
1.07
59.6
-1.10
-1..40
50 ft
40.2 psf
51.2 psf
1.09
60.9
-1.10
-1A0
55 ft
41.0 psf
52.2 psf
1,12
62.2
-1.10
-1A0
60 ft
41.8 psf
53.2 psf
1.14
63.3
-1.10
-1A0
70 ft
35.3 psf
70.6 psf
1.17
65.4
-0.90
-1.80
80 ft
36.3 psf
72.6 psf
1.21
67.3
-0.90
-1.80
FILE COPY
90ft
37.2psf
74.5psf
1.24
69.0
-0.90
-1.80
100 ft
38.1 psf
76.1 psf
1.27
70.5
-0.90
-1.80
110 ft
38.8 psf
77.7 psf
1.29
71.9
-0.90
-1.80
120 ft
39.6 psf
79.1 psf
1.32
73.3
-0.90
-1.80
130 ft
40.2 psf
80.5 psf
1..34
74.5
-0.90
-1.80
140 ft
40.9 psf
81.7 psf
3,.36
75.7
-0.90
-3..80
150 ft
41.5 psf
82.9 psf
1.38
76.8
-0.90
-3..80
175 ft
42.8 psf
85.7 psf
1.42
79.3
-0.90
-1.80
200 It
44.1 psf
88.1 psf
3..46
81.6
-0.90
-1,80
250 ft
46.2 psf
92.3 psf
1..53
85.5
-0.90
-1.80
Page 2
e iL.
Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure:
Sign type:
Sign size:
Wall material:
Anchor type/size:
Anchor tensile capacity:
Check Anchors for Pullout
CALCULATIONS FOR WALL -MOUNTED SIGNS
P = 46.0 psf
Cabinet
A = 23.5 sqft (entire cabinet)
Masonry (ASTM C90, 1,500 psi min)
1/4" Tapcon
Ref: ITW Tapcon, NOA 07-1126.10
Min Embedment: 1.25"
Min edge dist: 2.5" Min Spacing: 3"
Tcap = 195.0 lb (per anchor)
Total Reaction: Rt = 1078 lb ... = P*A (entire cabinet)
No. of anchors req'd: n = 5.5 total anchors ... = Rt/cap
Total anchors required: 6 total anchors balanced over cabinet
OK, typical anchor option shown. Limit to min (6) total.
Ref anchor schedule for other anchor options.
FILE COPY
Page 3