299 Atlantic Blvd SIGN25-0008 PacketOWNER:ADDRESS:CITY:STATE:ZIP:
SOUTHCOAST CAPITAL
PRTNSHIP LTD 241 ATLANTIC BLVD JACKSONVILLE FL 32202-5018
COMPANY:ADDRESS:CITY:STATE:ZIP:
Signarama 4716 N Powerline Rd Deerfield Beach FL 33073
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172531 0000 ATLANTIC BEACH
TERRACE
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
299 ATLANTIC BLVD SIGN WALL SIGN for ANGIE'S SUBS $4920.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 18 $65.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING WALL SIGN FEE 001-0000-329-1003 0 $30.00
TOTAL: $99.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 4/14/2025
PERMIT NUMBER
SIGN25-0008
ISSUED: 4/14/2025
EXPIRES: 10/11/2025
SIGN PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 4/14/2025
PERMIT NUMBER
SIGN25-0008
ISSUED: 4/14/2025
EXPIRES: 10/11/2025
SIGN PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESIGN CALCULATIONS
FOR
ANGIE'S
WALL-MOUNTED SIGNS
229 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
Apr 01 2025
Christian Langley
GENERAL NOTES:
1.Design is in accordance with the Florida Building Code 8th Edition (2023)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2.Wind loads have been calculated per the requirements of ASCE 7-22 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 2020 Aluminum Design Manual.
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.
This item has been digitally signed
and sealed by Christian Langley PE
on the date adjacent to the seal.
Printed copies of this document are
not considered signed and sealed
and the signature must be verified
on any electronic copies.
Serial:4A 49 8F 53 22 18 30 0D 22 9D 96 67
1200 N Federal Hwy, #200
Boca Raton, FL 33432 Easy Seals .com Page 1
CALCULATIONS FOR WALL-MOUNTED SIGNS
ASCE 7-22 Design Wind Loads
WALL-MOUNTED SIGNS
Building Specs
V =130 mph Basic wind speed (Vult)ASD Load Combo Coeff:0.6
Exposure D Risk Category:II ←Tornado load eval not req'd
Ae =N/A Effective plan area (sqft)
VT =N/A Tornado speed (Vult)
VT/V = N/A
Calculations
α =11.5 3-sec gust speed power law exponent Kd =0.85 Directionality factor
zg =1935'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 25.1 psf 32.0 psf 1.04 26.9 -1.10 -1.40
20 ft 26.4 psf 33.6 psf 1.09 28.2 -1.10 -1.40
25 ft 27.5 psf 34.9 psf 1.13 29.4 -1.10 -1.40
30 ft 28.3 psf 36.1 psf 1.17 30.3 -1.10 -1.40
35 ft 29.1 psf 37.0 psf 1.20 31.1 -1.10 -1.40
40 ft 29.8 psf 37.9 psf 1.23 31.9 -1.10 -1.40
45 ft 30.4 psf 38.7 psf 1.25 32.5 -1.10 -1.40
50 ft 31.0 psf 39.4 psf 1.28 33.1 -1.10 -1.40
55 ft 31.5 psf 40.1 psf 1.30 33.7 -1.10 -1.40
60 ft 32.0 psf 40.7 psf 1.32 34.2 -1.10 -1.40
70 ft 26.9 psf 53.7 psf 1.35 35.1 -0.90 -1.80
80 ft 27.5 psf 55.0 psf 1.38 35.9 -0.90 -1.80
90 ft 28.1 psf 56.1 psf 1.41 36.7 -0.90 -1.80
100 ft 28.6 psf 57.2 psf 1.44 37.4 -0.90 -1.80
110 ft 29.1 psf 58.1 psf 1.46 38.0 -0.90 -1.80
120 ft 29.5 psf 59.0 psf 1.49 38.6 -0.90 -1.80
130 ft 29.9 psf 59.8 psf 1.51 39.1 -0.90 -1.80
140 ft 30.3 psf 60.6 psf 1.53 39.6 -0.90 -1.80
150 ft 30.7 psf 61.4 psf 1.54 40.1 -0.90 -1.80
175 ft 31.5 psf 63.0 psf 1.59 41.2 -0.90 -1.80
200 ft 32.3 psf 64.5 psf 1.62 42.2 -0.90 -1.80
250 ft 33.5 psf 67.1 psf 1.69 43.8 -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 =36.1 psf
Sign type:
Sign size:A =4.7 sqft (per letter, critical)
Wall material:CDX or equiv, thickness to match Min Embed
Anchor type/size:
Ref:
Min Embedment:0.5"
Min edge dist:2"Min Spacing:2"
Anchor tensile capacity:Tcap =112.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction:Rt =169 lb … = P*A (per letter)
No. of anchors req'd:n =1.5 anchors per letter … = Rt/cap
Total anchors required:2 anchors per letter
OK, typical anchor option shown. Limit to min (3) per letter, bal.
Ref anchor schedule for other anchor options.
APA E830E Fastener Loads for Plywood
Channel Letter
Wood
#14 Wood Screws or SMS
Page 3
Permit Number: SIGN25-0008
Site Address: 299 ATLANTIC BLVD
City, State Zip Code: ATLANTIC BEACH, FL 32233-
Applied: 3/21/2025 Approved:
Issued:
Parent Permit: COMM24-0039
Parent Project:
Applicant: <NONE>
Owner: SOUTHCOAST CAPITAL PRTNSHIP LTD
Contractor: <NONE>
Description: SIGN for ANGIE'S SUBS
Finaled:
Status: AWAITING CORRECTIONS
Details:
LIST OF REVIEWS
SENT DATE RETURNED
DATE DUE DATE TYPE CONTACT STATUS REMARKS
Review Group: AUTO
3/21/2025 3/21/2025 SUBMITTAL
COMPLETENESS Permit Tech APPROVED
Notes:
3 attachments from Office Manager <office@jaxsignarama.com>
3/21/2025 3/25/2025 4/4/2025 ZONING Zoning APPROVED
Notes:
Printed: Monday, 31 March, 2025 1 of 2
Permit Reviews
City of Atlantic Beach
3/21/2025 3/28/2025 4/4/2025 BUILDING Building DENIED
Notes:
In addition to meeting the Zoning requirements for size, location, and design, signs must comply with the structural requirements of the Florida Building
Code-Building. Construction documents must show the dimensions, material, and required details of construction of the sign and supporting structure,
including loads, stresses, and anchors.
Permit applications for sign permits must include the following:
1. Design Criteria:
Wind speed: 130 mph (Vult), 101 mph (Vasd) Linear interpolation is permitted.
Wind Exposure Category: C or D
Building height.
Wind Design Pressures.
2. Total load on sign, including wind and gravity loads.
3. Wall material and wall section on which sign is installed. Show blocking where required.
4. Manufacturer’s data sheet for fasteners used.
5. Allowable load for each fastener and number of fasteners used.
1609.1.1 Determination of wind loads.
Wind loads on every building or structure shall be determined in accordance with Chapters 26 to 30 of ASCE 7 or provisions of the alternate all-heights
method in Section 1609.6. Wind shall be assumed to come from any horizontal direction and wind pressures shall be assumed to act normal to the
surface considered.
1. Please submit the above information where applicable.
2. Resubmittals may generate other review comments.
3. The link to the revision/correction form is: http://coab.us/DocumentCenter/View/10495/Revision-Request-Correction-to-Comments-Route-Sheet-
v20181017?bidId=
4. The email address to send resubmittals is: Building-Dept@COAB.us
Printed: Monday, 31 March, 2025 2 of 2
Permit Reviews
City of Atlantic Beach