PERMIT DOCUMENTS
September 24, 2021
Spirit Halloween Superstores, LLC
Att: Lease Administration
6826 Black Horse Pike
Egg Harbor Township, New Jersey 08234
Re:Spirit Halloween
320 N. Congress Avenue
Boynton Beach, Florida
Oakwood Square Shopping Center
To Whom It May Concern:
Please accept this letter as the Landlord’s authorization for Spirit Halloween to install
temporary fascia signs on the building in black lettering, as long asit meets with the
local municipality.
Should you have any questions, please feel free to contact me at 954-622-4221 or
pgrey@edens.com.
Sincerely,
Paula Lynn Grey
Regional Property Manager
July 30, 2021
Oakwood Square; 320 N. Congress Ave, Former Pier One Imports; Boynton Beach, FL
33426
To Whom It May Concern,
We grant permission for Spirit Halloween Superstores, LLC, to install signs on the above
referenced location. If the city or individual(s) has any questions, feel free to contact us.
Regards,
Jul 30, 2021
Signed: __________________________________Date: ___________________
Name:Paula Lynn Grey
Title:Regional Property Manager
Address:500 E. Broward Blvd., Suite 1620, Fort Lauderdale. FL 33301
E-mail:PGrey@edens.com
Phone:954-622-4221
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Sheet
Job No.
21-1333Cover
TUSVDUVSF
No.
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ByDate
DST08.02.2021
CARUSO
TURLEY
CLIENT:
SCOTT ArcVision, Inc.
structural
8991 W. Flamingo Road, Suite 100B
engineers
Las Vegas, NV 89147
PROJECT:
SpiritHalloweenSignSupport
Store #60321
320 N. Congress Ave.
STRUCTURAL
ENGINEERING
Boynton Beach, FL 33426
EXPERTS
PARTNERS
Paul Scott, SE, PE
Sandra Herd, SE, PE, LEED AP
Chris Atkinson, SE, PE, LEED AP
Thomas Morris, SE, LEED AP
Richard Dahlmann, SE, PE
________________________________________________________________________________________________
Troy Turley, SE, PE, LEED AP
Brady Notbohm, SE, PE
GENERAL INFORMATION:
BUILDING CODE: 2020 Florida Building Code
PROFESSIONAL
REGISTRATION
50 States
INDEX
Washington D.C.
U.S. Virgin Islands
Puerto Rico
SHEET #DESCRIPTION
iDESIGN ASSUMPTIONS
1.1-1.5SIGN FASTENER DESIGN
2.1-2.4SIGN FASTENER SPECIFICATIONS
3.1-3.2SIGN SPECIFICATIONS
1215 W. Rio Salado Pkwy.
Suite 200
Tempe, AZ 85281
480.774.1700
www.ctsaz.com
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YOUR STRUCTURAL ENGINEERING EXPERTSYOUR STRUCTURAL ENGINEERING EXPERTSYOUR STRUCTURAL ENGINEERING EXPERTS
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Job Name Spirit Halloween Sign
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Job No.20-1333Sheet No.i
1215 W. Rio Salado Pkwy.
Suite 200
By DSTDate 08.02.2021
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
DESIGN ASSUMPTIONS
For this design it is assumed that the sign will be attached directly to concrete behind a stucco wall. If the site
conditions are different than what is specified in the details/calculations the structural engineer should be contacted
immediately.
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YOUR STRUCTURAL ENGINEERING EXPERTSYOUR STRUCTURAL ENGINEERING EXPERTSYOUR STRUCTURAL ENGINEERING EXPERTS
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Job Name Spirit Halloween
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Job No.21-1333Sheet No.1.1
1215 W. Rio Salado Pkwy.
Suite 200
By DSTDate 08.02.21
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
BASIS FOR DESIGN
BUILDING CODE:2020 FLORIDA BUILDING CODE
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
WIND:
RISK CATEGORY: II
ULTIMATE 3 SECOND WIND GUST V ult = 170 MPH. (SEE SHEET 1.2 FOR MORE INFORMATION)
EXPOSURE C.
1.2
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use 170 mph
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Job Name Spirit Halloween
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Job No.21-1333Sheet No.1.3
1215 W. Rio Salado Pkwy.
Suite 200
By DSTDate 08.0221
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
WIND PRESSURE:
Per ASCE 7-16 the sign will be treated as components & cladding for the purpose of determining the wind pressure.
2
Velocity pressure=q=0.00256KKKVI (ASCE 7-16, Eq. 26.10-1)
hhhtd
K=0.94 (For Exp. C, H=25’ (Conservative), Table 26.10-1, ASCE 7-16)
h
K=1.0 (Section 26.8.2, ASCE 7-16)
ht
K=0.85 (Table 26.6-1, C & C, ASCE 7-16)
d
I=1.0
V=170 mph (Per ASCE 7-16)
2
q=0.00256*0.94*1.0*0.85*1.0*(170 mph)= 59.1 PSF
h
For components and cladding parapet wind loads are determined by
p=q \[(GC)-(GC)\] (ASCE 7-16, Eqn. 30.8-1)
pppi
GC=0 since the sign is mounted flush to the building and the sign will not experience any internal wind pressure.
pi
Largest Sign Dimensions (for more information see sheets 3.1-3.2):
2
Effective Area Per Letter=1ft*2ft=2 ft.
2
GCp= -1.10 (ASCE 7-16, Figure 30.3-1, EA=210 ft)
P= (59.1 psf) *(-1.10) =-65.0 PSF (Design Wind Pressure)
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YOUR STRUCTURAL ENGINEERING EXPERTSYOUR STRUCTURAL ENGINEERING EXPERTSYOUR STRUCTURAL ENGINEERING EXPERTS
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Job Name Spirit Halloween
dpbezs!2101603132
Job No.21-1333Sheet No.1.4
1215 W. Rio Salado Pkwy.
By DSTDate 08.02.21
Suite 200
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
Force on Sign
Wind:
2
A=2 ft
P=65.0 psf
2
F=(65.0psf)*2 ft=130 lbs.
w
Dead Load:
F=5 lbs.
D
Sign letters with aluminum frame backing
Sign Connection Design
Load Combination: D+0.6W (Eqn. 16-12 2018 IBC)
F
D
Existing Wall
F
w
File: BASIS FOR DESIGN.DOT\\MAL\\5-11
Job Name Spirit Halloween
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YOUR STRUCTURAL ENGINEERING EXPERTSYOUR STRUCTURAL ENGINEERING EXPERTSYOUR STRUCTURAL ENGINEERING EXPERTS
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Job No.21-1333Sheet No.1.5
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By DSTDate 08.02.21
1215 W. Rio Salado Pkwy.
Suite 200
Tempe, AZ 85281
T: (480) 774-1700
F: (480) 774-1701
Wood screw or Tek screw into plywood
Per APA: Fastener Loads for Plywood-screws from table 3 for a #10 screw with 3/8" depth of threaded penetration
the ultimate withdrawal load is:
Allowable ultimate withdrawal load= 205lbs/screw (See Page 2.3)/3.5 (factor of safety) = 59lbs.
Number of screws required= (130 lbs*0.6)/59lbs/screw = 2 screws = Use4 screws min.
The shear load/screw will be:
Allowable ultimate withdrawal load= 415lbs/screw (See Page 2.2)/3.5 (factor of safety) = 119lbs.
Number of screws required= (5 lbs)/119lbs/screw = 1 screws = Use4 screws min.
Tension Load Interaction: (130*0.6)/(4*59lbs) =0.33
Shear Load Interaction: 5lbs/(4*119lbs) =0.01
Total Interaction: 0.33+0.01=0.34 which is less than 1.00 therefore the anchors can support the wind and dead load
from the sign.
Use 4 #10 wood or Tek screws min to mount each letter to the existing building
(4 screws per letter)
File: BASIS FOR DESIGN.DOT\\MAL\\5-11
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