1917 Seminole Rd ROOF23-0072 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
BROBST CARL W JR 1917 SEMINOLE RD ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
HOME SERVICES BY
MCCUE OF NORTH
FLORIDA
981 11TH AVE S Jacksonville S JACKSONVILLE
BEACH FL 32250
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169542 0532 BEACHSIDE
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1917 SEMINOLE RD ROOF NON SHINGLE
Reroof with CertainTeed
Shingles & Standing Seam
Metal
$21512.42
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. 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: 10/23/2023
PERMIT NUMBER
ROOF23-0072
ISSUED: 10/23/2023
EXPIRES: 4/20/2024
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 $160.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $80.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.60
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.40
TOTAL: $246.00
2 of 2Issued Date: 10/23/2023
PERMIT NUMBER
ROOF23-0072
ISSUED: 10/23/2023
EXPIRES: 4/20/2024
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
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
Reroof with CertainTeed Shingles & Standing Seam Metal
1917 SEMINOLE RD
HOME SERVICES BY MCCUE OF NORTH FLORIDA
ROOF23-0072
ROOF23-0072
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
EVALUATION REPORT
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
(610) 651-5847
Evaluation Report 3532.09.05-R13
FL5444-R12
Date of Issuance: 09/22/2005
Revision 13: 09/05/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roof Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1 / R905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity|ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words “Trinity|ERD Evaluated” may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 12.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/05/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity|ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity|ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing produ cts for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval proce ss of the
product.
5. This is a building code evaluation. Neither Trinity|ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 2 of 12
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition
(2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein .
2. STANDARDS:
Section Property Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entity Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL (TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29847 10/03/2003
UL (TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASTM D3161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 05NK07049 04/15/2005
UL (TST 1740) ASTM D3161 05NK16778 05/12/2005
UL (TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3161 05NK14836 05/22/2005
UL (TST 1740) ASTM D3161 05NK22800 06/22/2005
UL (TST 1740) ASTM D3462 R684 09/21/2005
UL (TST 1740) ASTM D7158 05NK08037 06/28/2006
UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
UL (TST 1740) ASTM D3462 10CA41303 10/07/2010
UL (TST 1740) ASTM D3161 10CA41303 10/08/2010
UL (TST 1740) ASTM D7158 10CA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013
UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014
UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014
UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014
UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015
UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016
UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016
UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016
UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017
UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 3 of 12
4. PRODUCT DESCRIPTION:
4.1 CT20™, XT™ 25, XT™ 30 and XT™ 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.
4.2 Arcadia™, Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark™,
Landmark™ IR, Landmark™ Pro, Landmark™ Premium, Landmark™ TL, Landmark™ Solaris and
Landmark™ Solaris IR are fiberglass reinforced, laminated asphalt roof shingles.
4.3 NorthGate™ is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
4.4 Presidential Shake™, Presidential Shake™ IR, Presidential Shake TL™ and Presidential Solaris™ are
fiberglass reinforced, architectural asphalt roof shingles.
4.5 Hatteras™, Highland Slate™ and Highland Slate™ IR are fiberglass reinforced, 4-tab asphalt roof shingles.
4.6 Patriot™ is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge™, Shadow Ridge™, Cedar Crest™, Cedar
Crest™ IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity|ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM
D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones
up to Vasd = 150 mph (Vult = 194 mph). Refer to Section 6 for installation requirements to meet this wind
rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge
and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class
F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or
Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application
instructions, for use in wind zones up to Vasd = 150 mph (Vult = 194 mph).
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations.
Contact the shingle manufacturer for data specific to each shingle.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed
asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris™) exceeds the calculated
uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (Vult = 194 mph) for residential
buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean
roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these
conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements established within any local
jurisdiction, which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20-
3.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 4 of 12
6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer’s minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published
instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6
and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer’s published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the “Steep Slope” directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions.
6.4 CT20™, XT™ 25, XT™ 30, XT™ 30 IR:
6.4.1 Hip & Ridge for CT20™, XT™ 25, XT™ 30, XT™ 30 IR: Cut Shingles
6.4.1.1 For ASTM D3161, Class F performance use BASF “Sonolastic® NP1™” adhesive or Henkel “PL® Polyurethane
Roof & Flashing Sealant”, in accordance with CertainTeed requirements.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 5 of 12
6.5 ARCADIA™:
6.5.1 Hip & Ridge for Arcadia™: Cedar Crest™, Cedar Crest™ IR
Use two (2), minimum 1¾-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch
from each side edge and about 2-inch up from the starter shingle’s exposed butt edge, ensuring minimum
¾-inch embedment into the deck, or full penetration through the deck . For each full Cedar Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.
For ASTM D3161, Class F performance use BASF “Sonolastic® NP1™” adhesive or Henkel “PL®
Polyurethane Roof & Flashing Sealant”, in accordance with CertainTeed requirements, to hand-seal
Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle’s raised overlay on the
top piece and extending approximately 4-inch along the sides of the headlap along a line ¾ to 1-inch from
each side of the shingle’s headlap. Immediately align and app ly the overlying shingle, gently pressing tab
sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or
PL adhesive between the shingle layers.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 6 of 12
6.6 BELMONT® OR BELMONT® IR:
6.6.1 Hip & Ridge for Belmont® or Belmont® IR:
6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest™ or Cedar Crest™ IR hip and ridge
shingles. For Belmont® IR, refer to instructions herein for Cedar Crest™ IR hip and ridge shingles.
6.6.1.2 Option 2: For Belmont®: Shangle® Ridge
6.6.1.3 For ASTM D3161, Class F performance use BASF “Sonolastic® NP1™” adhesive or Henkel “PL®
Polyurethane Roof & Flashing Sealant”, in accordance with CertainTeed requirements.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 7 of 12
6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®:
6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for
Shangle® Ridge hip and ridge shingles
6.8 LANDMARK™, LANDMARK™ IR, LANDMARK™ PRO, LANDMARK™ PREMIUM, LANDMARK™ TL, LANDMARK™
SOLARIS, LANDMARK™ SOLARIS IR, NORTHGATE:
NorthGate:
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 8 of 12
NorthGate:
6.8.1 Hip & Ridge for Landmark™, Landmark™ IR, Landmark™ Pro, Landmark™ Premium, Landmark™ TL,
Landmark™ Solaris, Landmark™ Solaris IR, NorthGate:
6.8.1.1 Option 1: Shadow Ridge™ or NothGate Accessory
Shadow Ridge™
Shadow Ridge™
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 9 of 12
NorthGate Ridge
NorthGate Accessory
6.8.1.2 For ASTM D3161, Class F performance use BASF “Sonolastic® NP1™” adhesive or Henkel “PL®
Polyurethane Roof & Flashing Sealant”, in accordance with CertainTeed requirements.
6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest™, Cedar Crest™ IR hip and ridge shingles.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 10 of 12
6.9 PRESIDENTIAL SHAKE™, PRESIDENTIAL SHAKE™ IR, PRESIDENTIAL SHAKE TL™, PRESIDENTIAL SOLARIS™:
6.9.1 Hip & Ridge for Presidential Shake™, Presidential Shake™ IR, Presidential Shake TL™, Presidential
Solaris™:
6.9.1.1 Option 1: Presidential Accessory
6.9.1.2 For ASTM D3161, Class F performance use BASF “Sonolastic® NP1™” adhesive or Henkel “PL®
Polyurethane Roof & Flashing Sealant”, in accordance with CertainTeed requirements.
6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest™, Cedar Crest™ IR hip and ridge shingles.
6.10 HATTERAS™:
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 11 of 12
6.10.1 Hip & Ridge for Hatteras™:
6.10.1.1 Option 1: Accessory for Hatteras
6.10.1.2 Option 2: Cut Hatteras Shingles
6.10.1.3 For ASTM D3161, Class F performance use BASF “Sonolastic® NP1™” adhesive or Henkel “PL® Polyurethane
Roof & Flashing Sealant”, in accordance with CertainTeed requirements.
6.11 HIGHLAND SLATE™, HIGHLAND SLATE™ IR:
6.11.1 Hip & Ridge for Highland Slate™, Highland Slate™ IR: Refer to instructions herein for Cedar Crest™, Cedar
Crest™ IR or Shangle Ridge™ hip and ridge shingles.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 12 of 12
6.12 PATRIOT™:
6.12.1 Hip & Ridge for Patriot™: Refer to instructions herein for Cedar Crest™, Cedar Crest™ IR, Shadow Ridge™,
NorthGate or Shangle Ridge™ hip and ridge shingles.
7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer’s name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table
1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this
product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC – QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
- END OF EVALUATION REPORT -
FL# 37331.1
Product Evaluation Report
TRI COUNTY METALS
Min. 26 Ga. TCM-Lok Roof Panel over 15/32” Plywood
Florida Product Approval # 37331.1
Florida Building Code 2020
Per Rule 61G20-3
Method: 1 –D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Tri County Metals
301 SE 16th Street
Trenton, Florida 32693
Engineer Evaluator:
Johnathan Green, P.E. # 88223
Florida Evaluation ANE ID: 1920
Validator:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1 – 4
FL# 37331.1
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1504.3.2.
Product Description: TCM-Lok Roof Panel, Min. 26 Ga. Steel, 16” coverage, over one layer of asphalt
shingles (optional) over min. 15/32” APA Plywood decking. Non-Structural
Application.
Panel Material/Standards: Material: Min. 26 Ga. Steel, conforming to Florida Building Code 2020 Section
1507.4.3. Paint finish optional.
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: 0.019” Minimum
Width: 16” maximum coverage
Female Rib: 15/16” tall
Male Rib: 23/32” tall rib w/ slotted strip
Panel Seam: Snap Lock
Panel Fastener: Through Panel Slot: (1) #10-12x 1” Pancake Type A
¼” minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4.
Substrate Description: One layer of asphalt shingles/felt paper (optional) over 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.
Allowable Design Uplift Pressures:
Table "A"
Maximum Total Uplift Design Pressure: 52.5 psf
Fastener Spacing: 5 ¼” O.C.
*Design Pressure includes a Safety Factor = 2.0.
FL# 37331.1
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020, Section 1504.3.2.
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:
▪ UL 580-06 - Test for Uplift Resistance of Roof Assemblies
▪ UL 1897-2012 - Uplift Test for Roof Covering Systems
Reference Data: 1. UL 580-06 / 1897-04 Uplift Test
Force Engineering & Testing (FBC Organization # TST-5328)
Report No. 136-0087T-13
2. Certificate of Independence
By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC
Organization # ANE ID: 1920)
Test Standard Equivalency: The UL 1897-04 test standard is equivalent to the UL 1897-2012 test standard.
Quality Assurance Entity: The manufacturer has established 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.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per manufacturer’s recommended details.
Underlayment: Per Florida Building Code 2020, Section 1507.1 and manufacturer’s installation
guidelines.
FL# 37331.1
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
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 th e
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.
FL# 37331.1