REV #11
Permit Revision Narrative
Permit #18-00004304
Rev 012
Boynton Beach Town Square Re: BBTS Site
Art Feature Pads
Date: 03/26/2020
This permit revision is to provide signed and sealed Art Pad location(s) / Calculations / Design. Please
review exhibits submitted for approval.
Attachments
1. Exhibit A – Submitted for reference only as to overall location of rt pads /
features on the parcel. Locations correspond to the EORs notations in the design
calculations, etc.
2. Exhibit B – Signed and Sealed Documentation from the SEOR
a. Please note the electrical was approved on the overall site plan and light
conduits will stub up in the art pads for future fixture trim out. Referring
to the legend on page 5 in blue “all pads to have”
3. Exhibit C – Kinetic Art Main Foundation – S&S Drawing
4. Exhibit D – Kinetic Art Seat Wall – S&S Drawing
5. Exhibit E – Interactive Art Foundations – S&S Drawing
6. Exhibit F – Permit response comments letter from SEOR
Sincerely,
Ben Berling Project
Manager-II
Project Job Ref.
Boynton Beach Artwork 440199
Section Sheet no./rev.
Boynton Beach Artwork 1
111 Riverside
Jacksonville, Fl 32202
Calc. by Date
MRH 3/24/2020
Boynton Beach Artwork
Boynton Beach, FL
STRUCTURAL EOR: MATTHEW HAMANN
Project Job Ref.
Boynton Beach Artwork 440199
Section Sheet no./rev.
Boynton Beach Artwork 2
111 Riverside
Jacksonville, Fl 32202
Calc. by Date
MRH 3/24/2020
RESONSE TO PLAN REVIEW
CORRECTIONS REPORT
Project Job Ref.
Boynton Beach Artwork 440199
Section Sheet no./rev.
Boynton Beach Artwork 3
111 Riverside
Jacksonville, Fl 32202
Calc. by Date
MRH 3/24/2020
Project Job Ref.
Boynton Beach Artwork 440199
Section Sheet no./rev.
Boynton Beach Artwork 4
111 Riverside
Jacksonville, Fl 32202
Calc. by Date
MRH 3/24/2020
Comment 2A – See Wind loading for artwork provided below.
Comment 2B – See provided foundation design information.
WIND LOADING (ASCE7)
Wind loading
In accordance with ASCE7-10
Using the directional design method
Tedds calculation version 2.1.01
Library item: Wind loading title
Library item: Show active sketch
Wall/sign data
Length of wall/sign; B = 10.00 ft
Height of wall/sign; s = 14.00 ft
Height to top of sign; h = 14.00 ft
Project Job Ref.
Boynton Beach Artwork 440199
Section Sheet no./rev.
Boynton Beach Artwork 5
111 Riverside
Jacksonville, Fl 32202
Calc. by Date
MRH 3/24/2020
Library item: Wall sign data output
General wind load requirements
Library item: Header output
Basic wind speed; V = 155.0 mph
Risk category; I
Velocity pressure exponent coef (Table 26.6-1); K = 0.85
d
Exposure category (cl 26.7.3); C
Library item: Basic values walls output 10
Gust effect factor; G = 0.85
f
Library item - Gust effect factor output
Minimum roof design wind load (cl.27.4.7); p = 8 psf
min_r
Minimum wall design wind load (cl.27.4.7); p = 16 psf
min_w
Library item: Min design loading output
Topography
Topography factor not significant; K = 1.0
zt
Library item: Orography not significant output
Velocity pressure
Velocity pressure coefficient (T.29.3-1); K = 0.85
z
22
Velocity pressure; q = 0.00256 K K K V 1psf/mph = 44.4 psf
hzztd
Library item: Peak velocity pressure cc
2
Area of sign; A = B s = 140 ft
f
Ratio of solid area to gross area; = 1.00
Wall/sign forces – Case A and B
Force coefficient (Figure 29.4-1); C = 1.51
f_A
Resultant force; F = max(16psf, q G C) A = 8.0 kips
Ahff_Af
Library item: Wall sign forces AB output
Project Job Ref.
Boynton Beach Artwork 440199
Section Sheet no./rev.
Boynton Beach Artwork 6
111 Riverside
Jacksonville, Fl 32202
Calc. by Date
MRH 3/24/2020
Library item: Show active sketch
FOUNDATION DESIGN INFORMATION
GEOTECHNICAL ENGINEERING REPORT: THE PROJECT GEOTECHNICAL REPORT, DATED
7/20/18, AND THE ADDENDUM DATED 8/22/18 WAS PREPARED BY WOOD ENVIRONMENT
& INFRASTRUCTURE SOLUTIONS, INC.
MODULUS OF SUBGRADE REACTION: 250 PCI.
GROUND WATER: WATER LEVELS INDICATED ON THE BORING LOGS ARE SUBJECT TO
SEASONAL AND/OR ANNUAL VARIATIONS.
ALL COLUMNS AND FOUNDATIONS, UNLESS NOTED OTHERWISE, SHALL BE CENTERED ON
GRID LINES IN EACH DIRECTION. COORDINATE FOUNDATION WORK WITH UNDERGROUND
UTILITIES.
SHALLOW FOUNDATIONS:
Project Job Ref.
Boynton Beach Artwork 440199
Section Sheet no./rev.
Boynton Beach Artwork 7
111 Riverside
Jacksonville, Fl 32202
Calc. by Date
MRH 3/24/2020
SOIL BEARING CAPACITY WAS DETERMINED BY FIELD EXPLORATION AND LABORATORY
ANALYSIS.
COLUMN/WALL FOOTINGS: MINIMUM ALLOWABLE BEARING CAPACITY OF 4000 PSF