2139 Seminole Rd ROOF21-0098 MetalOWNER:ADDRESS:CITY:STATE:ZIP:
Camille Adams 2139 SEMINOLE RD ATLANTIC BEACH FL 32233-5921
COMPANY:ADDRESS:CITY:STATE:ZIP:
HAGERTY CONSTRUCTION
AND ROOFING INC 12850 WINTHROP COVE DR JACKSONVILLE FL 32224
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169515 0500 SECTION LAND
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2139 SEMINOLE RD ROOF NON SHINGLE METAL ROOF $6120.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL
Notes:
IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST
DAY OF WORK.
2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off 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: 12/29/2021
PERMIT NUMBER
ROOF21-0098
ISSUED: 12/29/2021
EXPIRES: 6/27/2022
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $85.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $131.50
2 of 2Issued Date: 12/29/2021
PERMIT NUMBER
ROOF21-0098
ISSUED: 12/29/2021
EXPIRES: 6/27/2022
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $131.50
ROOF21-0098 Address: 2139 SEMINOLE RD APN: 169515 0500 $131.50
BUILDING $85.00
BUILDING PERMIT 455-0000-322-1000 0 $85.00
BUILDING PLAN REVIEW $42.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50
STATE SURCHARGES $4.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R18380 $131.50
Printed: Wednesday, December 29, 2021 10:58 AM
Date Paid: Wednesday, December 29, 2021
Paid By: HAGERTY CONSTRUCTION AND ROOFING INC
Pay Method: CREDIT CARD 567350082
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R18380
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
R OOF21-009999
ROOF21-0098
This item has been electronically signed and
sealed by James L. Buckner, P.E., on this date
using a Digital Signature. Printed copies of this
document are not considered signed and sealed,
and the signature must be verified on any
electronic copies.
2020.10.11 21:24:38 -04'00'
Specialty Structural Engineering
CBUCK, Inc. – Palm Beach County, Florida
Phone: (561) 491-9927 · Email: cbuck@cbuckinc.net · Website: www.cbuckinc.net
Main Office: 1374 Community Drive, Jupiter, Florida 33458
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Evaluation Report
“M-Seam”
Metal Roof Assembly
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
(877) 358-7663
for
Florida Product Approval
# FL 5211.3 R8
Florida Building Code 7th Edition (2020)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: “M-Seam” Material: Steel
Panel Thickness: 26 gauge, (Minimum)
Panel Width: 16” Support: Wood Deck
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Report No. 20-224-M-S6W-ER
Date: 10 / 11 / 2020
Contents:
Evaluation Report Pages 1 – 7
ROOF21-0098
FL #: FL 5211.3-R8
Date: 10 / 11 / 2020
Report No.: 20-224-M-S6W-ER
Page 2 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Manufacturer: Millennium Metals, Inc.
Product Name: “M-Seam”
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System
Description:
“M-Seam”
26 gauge Minimum, Steel roof panel mechanically attached to Plywood Deck with
screws.
Product Assembly as
Evaluated:
Refer to Page 4 of this report for product assembly components/materials & standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of this
evaluation.)
Description:
• 15/32 (min.) or 19/32” or greater plywood,
• or Wood plank (min. specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, 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 5211.3-R8
Date: 10 / 11 / 2020
Report No.: 20-224-M-S6W-ER
Page 3 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06 – Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 – Uplift test for roof covering systems
Standards Equivalency: • The UL 580-94 standard version used to test the evaluated product assembly is
equivalent to UL580-06 standard version adopted by the Florida Building Code 7th
Edition (2020).
• The UL 1897-98 standard version used to test the evaluated product assembly is
equivalent to UL1897-12 standard version adopted by the Florida Building Code 7th
Edition (2020).
Code Compliance: The product described herein has demonstrated compliance with the performance
standards listed above as referenced in the Florida Building Code 7th Edition (2020).
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”.
• 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.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to
comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part
of the Florida Building Commission approval for the listed code related criteria. This
report by James Buckner, P.E. and CBUCK Engineering is not a design certification of
code compliance construction submittal documentation, per FBC section 107, for any
individual structure, site specific or permit design.
• All metal components and fasteners shall be corrosion resistant in accordance with
applicable sections of FBC, including but limited to Sections 1504.3.2, 1506.6 and
1507.4.4.
• 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)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance
with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Keystone Certifications, Inc. (FBC Organization #: QUA 1824).
FL #: FL 5211.3-R8
Date: 10 / 11 / 2020
Report No.: 20-224-M-S6W-ER
Page 4 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Components/Materials
(by Manufacturer):
Roof Panel:
Product Identification:
Material:
Thickness:
Panel Width:
Rib Height:
Yield Strength:
Corrosion Resistance:
M-Seam
Steel
26 gauge Minimum
16” (max.) Coverage
1”
40 ksi min.
In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener:
Type:
Size:
Penetration Through:
Corrosion Resistance:
Standard:
Pancake-Head Wood Screw
#10 (× length to meet min. penetration through deck)
3/16” min. through wood deck
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME B18.6.4
Components/Materials
(by Others):
Underlayment:
Material and application shall be in compliance with FBC Section 1507.1.1 and in
accordance with applicable code sections and manufacturer’s recommendations.
Insulation (Optional):
Type:
Thickness:
Properties:
Density:
Or Compressive Strength:
Rigid Insulation Board
3” (max.)
2.25 pcf (lbs/ft3) min.
20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• 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 5211.3-R8
Date: 10 / 11 / 2020
Report No.: 20-224-M-S6W-ER
Page 5 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Installation:
Installation Method:
(Refer to drawings on Pages 6-7 of this 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 interlock.)
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
METHOD 1: METHOD 2:
* Design Pressure: - 84.25 PSF - 91.75 PSF
Deck Thickness: 15/32” or 19/32” 15/32” or 19/32”
Fastener Spacing: 8” 4”
* Allowable design pressure for allowable stress design (ASD) with a margin of
safety of 2 to 1.
Install the “M-Seam” roof panel assembly in compliance with the installation method
listed in this report and applicable code sections of FBC 7th Edition (2020). 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. UL580-94 & UL 1897-98 Uplift Test
By Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527)
Report #: 0232-0508-05, Report Date: 6/29/05, Specimens #1-3
2. Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1824)
Millennium Metals Licensee # 423
3. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
FL #: FL 5211.3-R8
Date: 10 / 11 / 2020
Report No.: 20-224-M-S6W-ER
Page 6 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Installation Method
Millennium Metals
“M-Seam” Roof Panel Attached to Wood Deck
Profile Drawings
16" Coverage
1"
3/4" Optional Striations
Typical Panel Profile View (Not To Scale)
16" o.c.
Integral Snap Lock
#10 Pancake-Head Screw 3/16" min. penetration thru deck
Typical Assembly Profile View (Not To Scale)
FL #: FL 5211.3-R8
Date: 10 / 11 / 2020
Report No.: 20-224-M-S6W-ER
Page 7 of 7
Specialty Structural Engineering
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Installation Method
Millennium Metals
“M-Seam” Roof Panel Attached to Wood Deck
8" o.c Typical
Fastener:#10 Pancake-Head Screw
Support:- 15/32" or 19/32" CDX Plywood Deck, or- Wood plank
"M-Seam" Roof Panel
Insulation:(Optional) 3" max or 25 psi min.
Typical Assembly Profile View (Not To Scale)
TABLE “A”
ALLOWABLE LOADS
METHOD 1: METHOD 2:
* Design Pressure: - 84.25 PSF - 91.75 PSF
Deck Thickness: 15/32” or 19/32” 15/32” or 19/32”
Fastener Spacing: 8” 4”
* Allowable design pressure for allowable stress design (ASD) with a margin of
safety of 2 to 1.