826 Ocean Blvd ROOF24-0013 PermitOWNER:ADDRESS:CITY:STATE:ZIP:
YOUNG DONALD L 309 AHERN ST Atlantic Beach FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
HW CONTRACTING 450 SR 13 N Ste 106-454 St Johns FL 32259
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170337 0000 PARK TERRACE
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
826 OCEAN BLVD ROOF NON SHINGLE METAL ROOF $61650.00
FEES
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL
Notes:
No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department
2 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL
Notes:
a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. All roofing projects require an In-
Progress Inspection. Sheathing installation and replacement guidelines per APA. Underlayment must conform to FBC-R Table 905.1.1. Shingles must
conform to ASTM D3161 G or H, or ASTM D7158
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: 3/19/2024
PERMIT NUMBER
ROOF24-0013
ISSUED: 3/19/2024
EXPIRES: 9/15/2024
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $328.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $164.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.13
STATE DCA SURCHARGE 455-0000-208-0600 0 $5.42
TOTAL: $555.55
2 of 2Issued Date: 3/19/2024
PERMIT NUMBER
ROOF24-0013
ISSUED: 3/19/2024
EXPIRES: 9/15/2024
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $555.55
ROOF24-0013 Address: 826 OCEAN BLVD APN: 170337 0000 $555.55
BLDG SUBSEQUENT PLAN REVIEW FEES $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING $328.00
BUILDING PERMIT 455-0000-322-1000 0 $328.00
BUILDING PLAN REVIEW $164.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $164.00
STATE SURCHARGES $13.55
STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.13
STATE DCA SURCHARGE 455-0000-208-0600 0 $5.42
TOTAL FEES PAID BY RECEIPT: R26510 $555.55
Printed: Tuesday, March 19, 2024 2:53 PM
Date Paid: Tuesday, March 19, 2024
Paid By: HW CONTRACTING
Pay Method: CREDIT CARD 10158687045
1 of 1
Cashier: AG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R26510
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
____________________________________________________
Permit No.
___________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
_____________________________________________________
Permit Type
James L. Buckner, P.E. FL31242
Date: 2023.10.11
'13:47:53 -04'00
Specialty Structural Engineering
CBUCK, Inc. dba CBUCK Engineering
Phone: (561) 491-9927 · Email: cbuck@cbuckinc.net · Website: www.cbuckinc.net Business: 1374 Community Dr., Jupiter, FL 33458
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Evaluation Report
“Sentrigard NS100”
Metal Roof Assembly
Manufacturer:
NB Handy Company
65 10th Street
Lynchburg, VA 24504
800-284-6242
for
Florida Product Approval
# FL 42672.7
Florida Building Code 8th Edition (2023)
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: “Sentrigard NS100” Roof Panel Material: Steel
Panel Thickness: 24 ga.
Panel Width: 2” - 16”
Panel Seam: Snap-Lock Support: Wood Deck
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 23-541-NS100-S4W-ER (New)
Date: 10/11/2023
Contents:
Evaluation Report Pages 1 – 7
FL #: FL 42672.7
Date: 10/11/2023
Report No.: 23-541-NS100-S4W-ER
Page 2 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Manufacturer: NB Handy Company
65 10th Street
Lynchburg, VA 24504
800-284-6242
http://www.nbhandycom/
Product Name: “Sentrigard NS100”
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System
Description:
“Sentrigard NS100” Roof Panel
24 ga. Steel Nailstrip roof panel mechanically attached to Wood Deck with screws.
clipProduct Assembly as
Evaluated:
Refer to Page 4 of this report for product assembly components/materials &
standards:
1. Roof Panel
1. Fasteners
2. Ice & Water Shield
3. Cover Board (Optional)
4. Underlayment
Support: Type:
Wood Deck
(Design of support system is outside the scope of this evaluation.)
Description:
• 15/32” or greater plywood,
• or Wood plank (min. specific gravity of 0.42)
Slope: Minimum slope shall be In compliance with FBC Chapter 15 based on the type of roof
covering, applicable code sections and in accordance with manufacturer’s
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure:
(Refer to “Table A” attachment details herein)
Refer to Table A
FL #: FL 42672.7
Date: 10/11/2023
Report No.: 23-541-NS100-S4W-ER
Page 3 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Performance Standards:
Standards Equivalency:
The product described herein has demonstrated compliance with:
• UL580-06 – Test for Uplift Resistance of Roof Assemblies
• UL 1897-15 - Uplift test for roof covering systems
• TAS 125-03 – Standard Requirements for Metal Roofing Systems
The UL 1897-12 standard version used to test the evaluated product assembly is
equivalent with the prescribed standards in UL 1897-15 adopted by the Florida
Building Code 8th Edition (2023) for use as evaluated in this report.
Code Compliance: The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the: Florida Building Code 8th
Edition (2023) International Building Code 2021.
Evaluation Report
Scope:
This product evaluation is limited to compliance with the structural requirements of
the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and
Conditions of Use: • Scope of “Limitations and Conditions of Use” for this evaluation:
This evaluation report for “Optional Statewide Approval” contains technical
documentation, specifications and installation method(s) which include
“Limitations and Conditions of Use” throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under “Optional Statewide Approval”.
• All metal components and fasteners shall be corrosion resistant in accordance
with applicable sections of FBC, including but not limited to Sections 1504.3.2,
1506.6 and 1507.4.4.
• Deck shall be in compliance with applicable building code.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3 and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties).
• Option for application outside “Limitations and Conditions of Use”
Rule 61G20-3.005(1)(e) allows engineering analysis for “project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code”. Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
FL #: FL 42672.7
Date: 10/11/2023
Report No.: 23-541-NS100-S4W-ER
Page 4 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Components/Materials
(by Manufacturer):
Roof Panel: Sentrigard NS100
Material:
Thickness:
Panel Widths:
Major Rib Height:
Yield Strength:
Corrosion Resistance:
Steel
24 ga. (min.)
2” - 16” (max.) Coverage
1”
40 ksi min.
Per FBC Section 1507.4.3
Fastener 1:
Location:
Type:
Size:
Corrosion Resistance:
Standard:
Through Panel Slots
Low Profile Pancake-Head Wood Screw
#10-13 x penetrate thru support deck 3/16" Minimum
Per FBC 1506.6 & 1507.4.4
Per ANSI/ASME B18.6.1
Fastener 2:
Location:
Type:
Size:
Corrosion Resistance:
Standard:
Through Pan of Panel
Cupped Truss-Head Wood Screw
#10-11 x penetrate thru support deck 3/16" Minimum
Per FBC 1506.6 & 1507.4.4
Per ANSI/ASME B18.6.1
Underlayment:
Ice & Water Shield (Tested):
Type:
Standard:
Grace Ice & Water Shield
ASTM D1970 Material and application shall be in compliance with FBC Section 1507.1.1 and in
accordance with applicable code sections and manufacturer’s recommendations.
Components & Materials:
Insulation (Optional):
(by Others) Type:
Thickness:
Compressive Strength:
Rigid Insulation Board
3” (max.)
20 psi min.
Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum of
3/16”.
FL #: FL 42672.7
Date: 10/11/2023
Report No.: 23-541-NS100-S4W-ER
Page 5 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Installation:
Installation Method:
(Refer to “TABLE A” below and drawings at the end of this evaluation report.)
Fastener Spacing: Refer to “TABLE A” Below
(along the length of the panel)
Rib Interlock: Snap-Lock
(Panel ribs shall be fully engaged to form an integral snap-lock.)
Minimum fastener penetration thru bottom of support, 3/16”.
For panel construction at the end of panels, refer to manufacturer’s instructions
and any site specific design.
TABLE “A” ALLOWABLE LOADS “Sentrigard NS100” (24 ga. Min.) Roof Panel attached to Wood Deck
# Panel
Width
(max.)
Deck
Thickness
(min.)
Fastener/
Location
Fastener
Spacing
(max.)
Panel
Adhesiv
e
Panel
Seam
(min.)
Design
Pressure
(ASD)
1 16” 15/32” (1) #10-13 thru
nailstrip slots 16” NO SnapLock - 59.75 PSF
2 16” 15/32” (1) #10-13 thru
nailstrip slots 6-3/4” NO SnapLock - 101 PSF
3 16” 15/32”
(1) #10-13 thru
nailstrip slots
(2) #10-11 in pan
6-3/4”
12”
NO SnapLock -153.5 PSF
Note: Allowable design pressure(s) for allowable stress design (ASD).
Install the “Sentrigard NS100” roof panel assembly in compliance with the
installation method listed in this report and applicable code sections of FBC 8th
Edition (2023). The installation method described herein is in accordance with the
scope of this evaluation report. Refer to manufacturer’s installation instructions as
a supplemental guide for attachment.
Referenced Data: 1. TAS 125 Uplift Test (Per UL580-06 and UL 1897-12) & ASTM E8
By Force Engineering & Testing (FBC Organization ID# TST 5328)
Report No. 72-0314T-06A-C, (#1&2) Date: 03/24/07
2. TAS 125 Uplift Test (Per UL580-06 and UL 1897-12) & ASTM E8
By Force Engineering & Testing (FBC Organization ID# TST 5328)
Report No. 72-0314T-06D, (#3) Date: 03/24/07
3. Authorization to Use Test Reports
By Metalforming, Inc.
4. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
NB Handy Company Licensee #420
5. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
Other Tests
(Not Part of This
Evaluation Report):
1. TAS 100-95 Wind Driven Rain Test
By Farabaugh Engineering & Testing, Inc. (FBC Organization ID# TST 1654)
Report No. T250-21, Date: 10/08/21
1. TAS 100-95 Wind Driven Rain Test
By Farabaugh Engineering & Testing, Inc. (FBC Organization ID# TST 1654)
Report No. T157-07, Date: 4/14/07
FL #: FL 42672.7
Date: 10/11/2023
Report No.: 23-541-NS100-S4W-ER
Page 6 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Installation Method
NB Handy Company
“Sentrigard NS100” (24 ga. Steel) Roof Panel attached to Wood Deck
Typical Panel Profile
(2” – 16” max. width)
TABLE “A” ALLOWABLE LOADS
“Sentrigard NS100” (24 ga. Min.) Roof Panel attached to Wood Deck
# Panel
Width
(max.)
Deck
Thickness
(min.)
Fastener/
Location
Fastener
Spacing
(max.)
Panel
Adhesiv
e
Panel
Seam
(min.)
Design
Pressure
(ASD)
1 16” 15/32” (1) #10-13 thru
nailstrip slots 16” NO SnapLock - 59.75 PSF
2 16” 15/32” (1) #10-13 thru
nailstrip slots 6-3/4” NO SnapLock - 101 PSF
3 16” 15/32”
(1) #10-13 thru
nailstrip slots
(2) #10-11 in pan
6-3/4”
12”
NO SnapLock -153.5 PSF
Note: Allowable design pressure(s) for allowable stress design (ASD).
FL #: FL 42672.7
Date: 10/11/2023
Report No.: 23-541-NS100-S4W-ER
Page 7 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Installation Method
NB Handy Company
“Sentrigard NS100” (24 ga. Steel) Roof Panel attached to Wood Deck
Typical Panel Assembly View
(Method 1 & 2 )
Typical Panel Assembly View
(Method 3)
Fastener #10-13 Pancake Head, Wood Screw, 16" o.c. or 6-3/4" o.c. Per Table A Penetration Through Plywood 3/16 in
Snaplock Fully Engaged
16 in Coverage
Fastener #10 Pancake Head, Wood Screw, 6-3/4" o.c Per Table A Along Length of Panel Penetration Through Plywood 3/16 in.
Snaplock Fully Engaged
16 in Coverage
7/8"(2) #10-11 Cupped Truss Head Screws 12" o.c.
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(Printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
• Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
X
ROOF24-0013
03/11/2024
826 Ocean Blvd Atlantic Beach FL 32233
HW Contracting LLC Katie Kelso
904-477-9631 kkelso@hwcontracting.net
Requested Product installation instructions
Katie Kelso
X
X
/ Caleb Wagner