880 Beach Ave ROOF21-0038 Metal RoofOWNER:ADDRESS:CITY:STATE:ZIP:
ADAMS WILLIAM 880 BEACH AVE ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
STONEBRIDGE
CONSTRUCTION 6956 PHILLIPS PARKWAY DR N JACKSONVILLE FL 32258
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170320 0000 CLUB MANOR
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
880 BEACH AVE ROOF NON SHINGLE METAL ROOF $45625.00
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 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.
b. All roofing projects require an In-Progress Inspection.
c. Sheathing installation and replacement guidelines per APA.
d. Underlayment must conform to FBC-R Table 905.1.1
e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F
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: 6/16/2021
PERMIT NUMBER
ROOF21-0038
ISSUED: 6/16/2021
EXPIRES: 12/13/2021
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $280.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $140.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.30
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.20
TOTAL: $430.50
2 of 2Issued Date: 6/16/2021
PERMIT NUMBER
ROOF21-0038
ISSUED: 6/16/2021
EXPIRES: 12/13/2021
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $430.50
ROOF21-0038 Address: 880 BEACH AVE APN: 170320 0000 $430.50
BUILDING $280.00
BUILDING PERMIT 455-0000-322-1000 0 $280.00
BUILDING PLAN REVIEW $140.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $140.00
STATE SURCHARGES $10.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.30
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.20
TOTAL FEES PAID BY RECEIPT: R16104 $430.50
Printed: Wednesday, June 16, 2021 11:42 AM
Date Paid: Wednesday, June 16, 2021
Paid By: STONEBRIDGE CONSTRUCTION
Pay Method: CREDIT CARD 468889333
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R16104
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 Type
____________________________________________________
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
FL# 9860.11 R6
Product Evaluation Report
SENTRIGARD METAL ROOFING SYSTEMS ASSOCIATION, INC.,
an NB HANDY COMPANY
Sentrigard SL 150H, 24 Ga. Roof Panel over Plywood
Florida Product Approval # 9860.11 R6
Florida Building Code 2020
Per Rule 61G20-3
Method: 1 –D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Sentrigard Metal Roofing Systems Association, Inc.,
an NB Handy Company
65 10th Street
Lynchburg, Virginia 24502
Engineer Evaluator:
Johnathan Green, P.E. #88223
Florida Evaluation ANE ID: 12901
Validator:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1 – 4
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN 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.OCT 01 2020
ROOF21-0038
FL# 9860.11 R6
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description: Sentrigard SL 150H, 1-1/2” Snap Lock Standing Seam Roof Panel, 24 Ga. Steel,
16” Wide, Roof Panel restrained with steel slider clips into APA Plywood decking.
Non-structural Application.
Panel Material/Standards: Material: 24 Ga. Steel, ASTM A792 unpainted or painted with Valspar Fluropon
or ASTM A653 G90 conforming to Florida Building Code 2020 Section 1507.4.3.
Yield Strength: Min. 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2020, Section 1507.4.3
Panel Dimension(s): Thickness: 0.024”
Width: 16” max coverage
Rib Height: 1-1/2”
Panel Seam: Snap Lock
Roof Panel Clips: Product Name: 1500SNS
Type: Fixed, 18 Ga., 3 ½” long
Corrosion Resistance: Per Florida Building Code 2020 Section 1506.7
Roof Clip Fastener: (2) #12-11 Pancake Type A
¼” minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2020, Section 1517.6.
Substrate Description: 1) For HVHZ construction, use 19/32” or greater APA Rated plywood or wood
plank. In reroofing applications where the deck is less than 19/32” thick (min.
15/32”) the attachment of the decking in no case shall be less than 8D annual
ring shank nails at 6” O.C. Design of plywood and plywood supports are outside
the scope of this evaluation. Substrate must be designed in accordance w/
Florida Building Code 2020.
2) For Non-HVHZ applications, use min. 15/32” thick, APA Rated plywood over
supports at maximum 24” O.C. Design of plywood and plywood supports are
outside the scope of this evaluation. Substrate must be designed in accordance
w/ Florida Building Code 2020.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN 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.OCT 01 2020
FL# 9860.11 R6
Allowable Design Uplift Pressures:
Table "A"
Maximum Total Uplift Design Pressure: 86.0 psf 108.5 psf 116.0 psf
Clip Spacing: 24” O.C. 12” O.C. 6” O.C.
# Fasteners per Clip: 2 2 2
*Design Pressure includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020, Section 1504.3.2, 1518.9, 1523.6.5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2020, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
▪ TAS 125-03
▪ UL 580-06 - Test for Uplift Resistance of Roof Assemblies
▪ UL 1897-2012 - Uplift Test for Roof Covering Systems
▪ TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance
of Discontinuous Roof Systems
▪ TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM B 117
Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 72-0108T-07*
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T107-07*
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 155
B) ASTM B 117
4. Miami-Dade County
Dept. of Regulatory and Economic Resources Board and Code Admin. Div.
Notice of Acceptance (NOA) 19-0722.06; Expires 08/25/2025
Sentrigard Metal Roofing Systems Association, Inc.
5. Certificate of Independence
By Johnathan Green, P.E. #88223
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN 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.OCT 01 2020
FL# 9860.11 R6
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-2012 test
standard.
Quality Assurance Entity: The Report Holder has demonstrated compliance with Florida Building Code and
Rule 61G20-3.005 (3) for manufacturing locations audited by an approved quality
assurance entity (Keystone Certifications, Inc – FBC Org ID QUA 1824). A listing
of manufacturers authorized by the Report Holder to employ the Florida Product
Approvals qualified by this report can be found at
http://www.keystonecerts.com/qa-assoc/sentrigard
or by scanning the following QR Code:
Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2020, including
Sections 1515.2.2 and in accordance with Manufacturers recommendations.
Installation: Install per manufacturer’s recommended details and RAS 133.
Underlayment: Per Manufacturer’s installation guidelines per Florida Building Code 2020 Section
1518.2, 1518.3, 1518.4.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of
the fire barrier within the assembly. Fire classification is not part of this
acceptance.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN 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.OCT 01 2020
FL# 9860.11 R6
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2020 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2020
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
*The Test Reports are owned by Metalforming, Inc. Metalforming, Inc. gives the above manufacturer permission to use these
test reports.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN 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.OCT 01 2020
FL# 9860.11 R6
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