363 Atlantic Blvd Unit 9 SIGN22-0015 Treata Tea Shop sign 2nd submittal 2 of 3DESIGN CALCULATIONS
FOR
TREATA TEA SHOPPE
WALL-MOUNTED SIGNS
363 Atlantic Blvd – Atlantic Beach
Index:
Pg 1 Cover
Pg 2 Wind Loads
Pg 3 Anchor Design
PE # 67382
Easy Seals Cert Auth # 31124
Engineer's signature and seal valid
for pages 1 through 3
Sep 19 2022
Christian Langley
GENERAL NOTES:
1.Design is in accordance with the Florida Building Code 7th Edition (2020)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2.Wind loads have been calculated per the requirements of ASCE 7-16 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.
1200 N Federal Hwy, #200
Boca Raton, FL 33432 Easy Seals .com Page 1
This document has been digitally signed and sealed by Christian Langley, PE on the date noted in this digital signature. Printed copies of this document are not considered signed & sealed, & the signature must be veried on any electronic copies. Serial: 4A 49 8F 53 22 18 30 0D 22 9D 96 67
Digitally signed
by Christian
Langley
Date: 2022.09.19
11:03:30 -04'00'
CALCULATIONS FOR WALL-MOUNTED SIGNS
ASCE 7-16 Design Wind Loads
WALL-MOUNTED SIGNS
Building Specs
V =130 mph Basic wind speed (Vult)
Exposure D ASD Load Combo Coeff:0.6
Calculations
α =11.5 3-sec gust speed power law exponent Kd =0.85 Directionality factor
zg =700'Nominal ht. of atmos. boundary layer Kzt =1.0 Topographic factor
Gcpi =0 Internal pressure coeff Ke =1.0 Ground elevation factor
A =10 sq ft Tributary area
CENTER
(Zone 4)
CORNER
(Zone 5)Kh = Kz qz GCp (4)GCp (5)
15 ft 25.0 psf 31.8 psf 1.03 22.7 -1.10 -1.40
20 ft 26.3 psf 33.5 psf 1.08 23.9 -1.10 -1.40
25 ft 27.3 psf 34.8 psf 1.13 24.8 -1.10 -1.40
30 ft 28.2 psf 35.9 psf 1.16 25.6 -1.10 -1.40
35 ft 29.0 psf 36.9 psf 1.19 26.3 -1.10 -1.40
40 ft 29.7 psf 37.7 psf 1.22 27.0 -1.10 -1.40
45 ft 30.3 psf 38.5 psf 1.25 27.5 -1.10 -1.40
50 ft 30.8 psf 39.2 psf 1.27 28.0 -1.10 -1.40
55 ft 31.3 psf 39.9 psf 1.29 28.5 -1.10 -1.40
60 ft 31.8 psf 40.5 psf 1.31 28.9 -1.10 -1.40
70 ft 26.7 psf 53.5 psf 1.35 29.7 -0.90 -1.80
80 ft 27.4 psf 54.7 psf 1.38 30.4 -0.90 -1.80
90 ft 27.9 psf 55.9 psf 1.41 31.0 -0.90 -1.80
100 ft 28.5 psf 56.9 psf 1.43 31.6 -0.90 -1.80
110 ft 28.9 psf 57.9 psf 1.46 32.1 -0.90 -1.80
120 ft 29.4 psf 58.7 psf 1.48 32.6 -0.90 -1.80
130 ft 29.8 psf 59.6 psf 1.50 33.1 -0.90 -1.80
140 ft 30.2 psf 60.3 psf 1.52 33.5 -0.90 -1.80
150 ft 30.5 psf 61.1 psf 1.54 33.9 -0.90 -1.80
175 ft 31.4 psf 62.7 psf 1.58 34.8 -0.90 -1.80
200 ft 32.1 psf 64.2 psf 1.62 35.7 -0.90 -1.80
250 ft 33.4 psf 66.7 psf 1.68 37.1 -0.90 -1.80
130 mph - Exp ''D''
WALL-MOUNTED SIGNS
SIGN
HEIGHT
ASD WIND PRESSURES
Page 2
CALCULATIONS FOR WALL-MOUNTED SIGNS
Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure:P =35.9 psf
Sign type:
Sign size:A =1.4 sqft (per letter, critical)
Wall material:#N/A
Anchor type/size:
Ref:
Min Embedment:0.5"
Min edge dist:4"Min Spacing:4"
Anchor tensile capacity:Tcap =24.5 lb (per anchor)
Check Anchors for Pullout
Total Reaction:Rt =50 lb … = P*A (per letter)
No. of anchors req'd:n =2.05 anchors per letter … = Rt/cap
Total anchors required:3 anchors per letter
OK, critical letter size shown.
Limit to min (3) studs per letter, balanced.
Liquid Nails, 125 psi shear
FCO Letter
Varies
1/4" (#14) Rods with Adhesive
Page 3