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STRUCTURAL NOTES: ASSEMBLY PER NEC 600-3
Design Is In accordance with the requirements of the Fla Bldg Cpde SIT Ed (2017)
for use within & outside the High Velocity Hurricane Zone (HVHZ).
This engineering certifies only the structural integrity of those systems, components,
Rai other construction explicitly specified herein. Electrical notes, details,
& specifications are provided by and are the sale responsibility of the electrical contractor.
No electrical review has been performed and no denigration of such is intended. I
Aluminum extrusions shall be 6061 unless noted otherWlae.
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-,T. LUCIE COUI
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Signage: Back Lit Channel Letters
- Illumination: LED
Illumination Color: White
39 in Letter Size: 15.3", 39" & 32.5
32.5 in Border: 57" x 88.5"
15.3 in Total Sq. Footage: 35.03 sq ft
1 1 Store Frontage: 1328.25 sq ft
Color: Black
Install: Yes
TOTAL SQUARE FOOTAGE OF TWO SIGNS: 91.28 sq ft
TOTAL ALLOWED SQUARE FOOTAGE: 256 sq It
JUL 16 �'020 LISTED
ST. Lucie County, Permitting E121535
55
70 in
I
SOUTH ELEVATION
EXISTING CONDITIONS
ELECTRICAL NOTES:
—A- Wigill BEAC14
rATElicE11SED & INSURED
µ' 30015 v"
Dmerser`v le�(lam lald cdm
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Deerfield Bg �' 3P
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ALL ELECTRICAL DESIGN AND EXINT ING PRIMARY ELECTRICAL IS BY
OTHERS AND IS NOTED FOR REFERENCE ONLY AND NOT PART OF
CERTIFICATION, WORK SHALL Be APPROVE. AND INSTALLED BY A
LICENSED PROFESSIONAL,
ALL ELECTRICAL COMPONENTS SHALL BE WL LISTED AND SHALL COMPLY
WITH THE GOVERNING EDITION Of THE NATIONAL ELECTRIC CODE IN FILE COPY
EFFECT AT THE TIME OF PERMITAPPLICATIONSWNSHALLBE
GROUNDED IN ACCORDANCE WITH GOVERNING CODES, ALL BREAKER
AND TIMING DEVICES SHALL BE IDENTIFIED AT TIME OF INSTALLATION
PROPOSED CONDITIONS
All Designs Are The Property Of Sign A Rama Deerfield Beach, And May Not Be Duplicated Without Permission.
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General- Dedgn kin dlrmdame&1lh the roummontsAOe IN Bldg Code 6Rr Ed(2017) for is, Mlhln& auHldetbe lch Wll Nmr<ane Ane IEV-hisenginenng mNbesonlythestninual intMdEfleam open, runpi allOor affierm5tunianevml tltlyspenfietlbere n.�Rendralnoles deDls,&zpxifiaatbnsareprovdedbyantlare@e lerespondbll tyoftheelxahalmnvador.Nodttu l whasbeenpedorm tlandmmrdfutbnolsxhlrin@ndetl. �5nutmalaesignmeetsrequlcemelhofNnl&1gNu360.ID.AgM1-15,
Notes &NDS-15,asapplimble.Ned components tall be mated eni mdmwtmphdatedagalnnmrmdon per HICSr22( /1426.- Alum mnrunenkimmiwiIn nest er emMddiin mneeft, Fit be barred er N.1ahel 11 n mbed.1ADMI15(la),N,xrJnnnpmne spaed,bedM.�Nlepmetlhmeners Shall be SS.at M1areapmtxdmmatlngformrtmlon pmNIIlan.�AllweldtgsM1aO[omplyvnth AWSrequlremrnB.�9eN veLlc POarelwVotles.�Aluminumweks:409)flled q.•Nu0d9udom:606Yi6or9ronger, LLN O.
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Proposed Conditions (Engineering) TAI
A. 2" ALUMINUM SPACERS
B..125 TEC SCREWS
( 4-5 PER LETTER)
C. LED ILLUMINATION
D..063 RETURNS W / DRAIN HOLES 5 In
.080 FACES
E..125 LEXAN BACK
F. ON / OFF 20 AMP DISCONNECT
G GROUNDLUG
H. 12V-60WLED BALj FVIEWED FOR
I. METAL CAN WITIHH LID CC .f'!ww qA�f
J. CONCRETE WALL E COMPLIANCE
IANCE
K. DISCONNECT 4TCI1-UCIE COUNTY
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(20AMP /ON - OFF) " 0"I'0l✓
IDl L. 1/2" 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 lJL (c RU us #E200089) ANCHOR SCHEDULE
Wire 182 sWded c UL and UL
WALL
Wire nuts UL #113650
— t88.5 in
39 in 32.5 in
15 in 1
Signage: Back Lit Channel Letters
Illumination: LED
Illumination Color. White
Letter Size: 15.3", 39" & 32.5"
Border: 57" x 88.5"
Total Sq. Footage: 35.03 sq It
Store Frontage: 1328.25 sq ft
Color: Black
Install: Yes
STRUCTURAL NOTES; ASSEMBLY PER NEC 600-3
ELECTRICAL NOTES!
Design is In accordance With the requirements of the Fla Bldg Code III Ed (2017)
ALL ELECTRICAL DESIGN AND EXISTING PRIMARY ELECTRICAL M IN
for use Within a outside Me High Velocity Hurricane Zone (HVHZ).
OTHERS AND IS NOTED FOR REFERENCE ONLY AND NOT PART OF
This engineering certifies only fife structural integrity of those sysleme, co npm ants,
CERTIFICTION. WORK SHALL RE APPROVED AND INSTALLED BY A
erdbr dh0f edlSlNtlbn expl tllly specified Ilarein. Elechlml rates, deMile
LICENSED PROFESSIONAL.
ALL ElEC1RICAL COMPONENTS SHALL BE U/L LISTED AND $MALL COMPLY
& specifications are provided by and am the ode responsibility of the electrical Contractor.
WITH THE GOVERNING EDITION OF THE NATIONAL ELECTRIC CODE IN
No electrical review has been Performed and no ceMflcallon of such Is intended.
EFFECT AT THE TIME OF PERM! I APPLICATION, SIGN SHALL BE
Aluminum exbusions shall be 6OI unless noted otherwise.
GROUNDED IN ACCORDANCE WITH GOVERNING CODES. ALL BREAKER
AND TIMING DEVICES SHALL Of IDENTIFIED AT TIME OF INSTAIUTION.
••au DGIG,S11M A,1FacLaOY.I.-
MATERIAL
ANCHOR TYPE
COY or SPACING
CONCRETE 13kspor
HOLLOW MASONRY
1/4" T HEADED ROD5 WITH MIN T' EMBED IN ADHESIVE
MIN(12l TOTAL
1/4" TAPCONS OR E¢UIV) WITH 1.75"EMBED
MIN (10)TOTAL
LIT EXPANSION ANCHORS WnN 2.S EMBED
MIN(8)TOTAL
1/2"PLYWOOD
(NOPGCESS BEHIND)
1/4"TOGGLE BOLTS
MIN (10)TOTAL
1/4" WOOD SCREWS ORTAPCONS DULL EMBED
MIN(16)TOTAL
METAL STUDS/PANELS
914 METAL SCREWS TO MIN Ills, STEELOR DOI ALUM
MIN (12)TOTAI
HOLLOW WALL +BLOCKING
1/4" THRUBOLTS OR LAOS TO SOLID BLOCKING BEHIND
MIN(8)TOTAL
UQ
LISTED
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DESIGN CALCULATIONS '
FOR ST. Lucie County, Permitting
ONE PLANT
57"x88" SIGN CABINL V- V,7FOR
7510 us I— Portst Lucie COL
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ST. 1WAJC E 01,7�UNTY
BOCCI
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).
FILE COPY
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
Index:
existing host structure (if any) is assumed to be in good condition,
Pg 1 Cover
capable of supporting the loaded system, subject to building department
Pg 2 Wind Loads
approval. No warranty, either expressed or implied, is contained herein.
Pg 3 Anchor Design
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
EngiQp s�gA tEa
4 seal valid
required or a separate site -specific engineering evaluation performed.
�.`�
6. Aluminum components in contact with steel or embedded in concrete
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shall be protected as prescribed in the 2015 Aluminum Design Manual,
�; No 67 g2
°
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.
s�®. � T T �7
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Use of this specification by contractor, et. Al, indemnifies and saves
harmless this engineer for all costs & damages including legal fees &
Chrig stgJe�t' °
# 67382
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apellate fees resulting from deviation from this design.
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1200 N Federal Hwy, #200 Easy SeQis com � Page BOCA Raton, FL 33432 e 1
- Seals easyseels.mm
ASCE 7-10 Design Wind Loads
WALL -MOUNTED SIGNS
Building Specs
V = 160 mph Basic wind speed
Exposure C
AT
a = 9.5 3-sec gust speed power law exponent
zg = 900, Nominal ht. of atmos. boundary layer
Gcpi = 0 Internal pressure coeff
160 mph - Exp "C"
WALL -MOUNTED SIGNS
ASD WIND PRESSURES
SIGN
CENTER
CORNER
HEIGHT
(Zone 4)
(Zone 5)
15 ft
31.2 psf
39.7 psf
20 ft
33.2 psf
42.2 psf
25 ft
34.8 psf
44.2 psf
30 ft
36.1 psf
46.0 psf
35 ft
37.3 psf
47.5 psf
40 ft
38.4 psf
48.8 psf
45 ft
39.3 psf
50.1 psf
50 ft
40.2 psf
51.2 psf
55 ft
41.0 psf
52.2 psf
60 ft
41.8 psf
S3.2 psf
70 ft
35.3 psf
70.6 psf
80 ft
36.3 psf
72.6 psf
90 ft
37.2 psf
74.5 psf
100 ft
38.1 psf
76.1 psf
110 ft
38.8 psf
77.7 psf
120 ft
39.6 psf
79.1 psf
130 ft
40.2 psf
80.5 psf
140 ft
40.9 psf
81.7 psf
150 ft
41.5 psf
82.9 psf
175 ft
42.8 psf
85.7 psf
200 ft
44.1 psf
88.1 psf
250 ft
46.2 psf
92.3 psf
0.90
0.95
0.98
1.01
1.04
1.07
1.09
1.12
1.14
1.17
1.'21
1.24
1.27
1.29
1.32
1.34
1.36
1.38
1.42
1.46
1.53
CALCULATIONS FOR WALL -MOUNTED SIGNS
ASD Load Combo Coeff: 0.6
4�
47.3
50.2
52.7
54.7
56.5
58.1
59.6
60.9
62.2
63.3
65.4
67.3
59.0
70.5
71.9
73.3
74.5
75.7
76.8
79.3
81.6
85.5
Kd = 0.85 Directionality factor
Kzt= 1.0 Topogrophicfactor
A = 10 sq ft Tributary area
1.10
1.10
1.7.0
-1.1a
1.10
1..10
-1.10
1.10
1.7.a
-1.10
0.90
-0.90
-0.90
0.90
-0.90
-0.90
-0.90
-0.90
-0.90
0.90
0.90
-0.90
RPWR3-V!71'1 MR
`..W ° OONTY
-1.40
-1,.40
-7..40
-1.40
-1.40
-1.40
-1.40
-1.40
-1.40
-1.80
-1.80
-1.80
-1.80
-1.80
-1.80
-1.80
-1.80
-1.80
-1.80
-1.80
-1.80
FILE COPY
Page 2
� �, v Seals
.�m
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 = 35.0 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= 1610 lb ... =P*A (entire cabinet)
No. of anchors req'd: n = 8.3 total anchors ... = Rt/cap
Total anchors required: 9 total anchors balanced over cabinet
OK, typical anchor option shown. Limit to min (10) total.
Ref anchor schedule for other anchor options.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
FILE COPY
Page 3