990 Parkside Dr RERF23-0179 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
CHANTAL PRICE 980 PARKSIDE DR ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
Covenant Roofing &
Construction 4590 CR 218 Middleburg FL 32068
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172027 5106 SELVA LAKES
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
990 PARKSIDE DR REROOF SHINGLE Re-Roof Shingle $7600.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $90.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 BUILDING 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: 12/5/2023
PERMIT NUMBER
RERF23-0179
ISSUED: 12/5/2023
EXPIRES: 6/2/2024
REROOF SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $94.00
2 of 2Issued Date: 12/5/2023
PERMIT NUMBER
RERF23-0179
ISSUED: 12/5/2023
EXPIRES: 6/2/2024
REROOF 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
Re-Roof Shingle
990 PARKSIDE DR
Covenant Roofing & Construction
RERF23-0179
RERF23-0179
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL17188-R5
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Mid-States Asphalt & Cant Strip, Inc.
Address/Phone/Email 1637 51st Ave
Tuscaloosa, AL 35401
(205) 394-3078
moises@msaroof.com
Authorized Signature Moises Rached
moises@msaroof.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
MSA Quick Felt
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
Zachary R. Priest
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/22/2022
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL17188_R5_COI_MSA14001.5 2020 FBC Eval Syn Underlayment final.pdf
Referenced Standard and Year (of Standard)Standard Year
ASTM D 1970 2015
ASTM D 226 2009
ASTM D 4533 2015
ASTM D 4869 2016
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/24/2020
Date Validated 09/25/2020
Date Pending FBC Approval 09/30/2020
Date Approved 12/15/2020
Summary of Products
FL #Model, Number or Name Description
17188.1 MSA Quick-Felt Synthetic underlayment alternative to ASTM D 226 Type I and Type
II for use in steep slope roofing
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Installation Instructions
FL17188_R5_II_MSA14001.5 2020 FBC Eval Syn Underlayment
final.pdf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL17188_R5_AE_MSA14001.5 2020 FBC Eval Syn Underlayment
final.pdf
Created by Independent Third Party: Yes
17188.2 MSA Quick-Felt Deck-Guard Synthetic underlayment alternative to ASTM D 226 Type I and Type
II for use in steep slope roofing
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Installation Instructions
FL17188_R5_II_MSA14001.5 2020 FBC Eval Syn Underlayment
final.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL17188_R5_AE_MSA14001.5 2020 FBC Eval Syn Underlayment
final.pdf
Created by Independent Third Party: Yes
17188.3 MSA Quick-Felt Ultra Defense Synthetic underlayment alternative to ASTM D 226 Type I for use in
steep slope roofing
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Installation Instructions
FL17188_R5_II_MSA14001.5 2020 FBC Eval Syn Underlayment
final.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL17188_R5_AE_MSA14001.5 2020 FBC Eval Syn Underlayment
final.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
a CREEK
Technical Services, LLC
MSA14001.5 FL17188-R5 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020)
Manufacturer: MID-STATES ASPHALT AND CANT STRIP, INC. Issued September 24, 2020
1637 51st Street
Tuscaloosa, AL 35401
(800) 489-2391
http://www.midstatesasphalt.com
Manufacturing Plants: Nashik, India
Quigdao, China
Truro, Nova Scotia, Canada
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.1.1
Properties: Physical properties
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) RTX-002-02-01 ICC-ES AC 188 2012
PRI Construction Materials Technologies (TST5878) MSA-038-02-01 ASTM D 4533 2015
PRI Construction Materials Technologies (TST5878) MSA-050-02-01 ASTM D 226
ASTM D 4869
ASTM D 4533
2009
2016
2015
PRI Construction Materials Technologies (TST5878) MSA-059-02-01 ASTM D 226
ASTM D 4869
ASTM D 1970
2009
2016
2015a
PRI Construction Materials Technologies (TST5878) 1085T0012 ASTM D 4533
ASTM D 5035
2015
2011(2019)
PRODUCT DESCRIPTION
MSA Quik-Felt MSA Quick-Felt is a woven polypropylene mechanically attached underlayment for use
in steep slope roofing as an alternative to ASTM D 226, Type II with a with a weight of
24lbs per roll, a minimum tear strength per ASTM D 4533 of 15 pounds, a minimum
tensile strength per ASTM D 5035 of 20 pounds/inch, and meets liquid water
transmission test of Section 8.6 of ASTM D 4869.
MSA Quik-Felt
Ultra-Defense
MSA Quick-Felt Ultra-Defense is a breathable, synthetic, mechanically attached
underlayment for use in steep slope roofing as an alternative to ASTM D 226, Type I with
a weight of 10lbs per roll, a with a minimum tear strength per ASTM D 4533 of 15
pounds, a minimum tensile strength per ASTM D 5035 of 20 pounds/inch, and meets
liquid water transmission test of Section 8.6 of ASTM D 4869.
MSA Quik-Felt
Deck-Guard
MSA Quick-Felt Deck-Guard is a woven polypropylene mechanically attached
underlayment for use in steep slope roofing as an alternative to ASTM D 226, Type II
with a weight of 17lbs per roll, a minimum tear strength per ASTM D 4533 of 15 pounds,
a minimum tensile strength per ASTM D 5035 of 20 pounds/inch, and meets liquid water
transmission test of Section 8.6 of ASTM D 4869.
aA CREEK
Technical Services, LLC
MSA14001.5 FL17188-R5 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
MID-STATES ASPHALT AND CANT STRIP, INC.
MSA QUIK-FELT
APPLICATION
Deck Type: The roof deck shall be constructed of closely fitted plywood sheathing for new or existing
construction. Plywood deck shall be installed in accordance with FBC requirements.
Roof decks shall have no more than 1/8
Attachment method: Underlayment shall be attached in accordance with the FBC Section 1507.1.1, Table
1507.1.1.1 The underlayment is
installed starting at the eave, with the length of the roll parallel to the eave with the
printed side facing up. All side laps shall be installed to shed water from the deck.
Allowable roof coverings: Permitted to be used as prescribed in FBC Table 1507.1.1.1 with mechanically fastened
roof coverings.
LIMITATIONS
1) This evaluation report is not for use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance in not within scope of this evaluation.
4) Installation of the evaluated product shall comply with this report, the FBC,
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Roof slope limitations shall be in accordance with FBC requirements.
7) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps
8) The underlayment may be used as described in other current FBC product approval documents.
9) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck.
10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
aA CREEK
Technical Services, LLC
MSA14001.5 FL17188-R5 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
MID-STATES ASPHALT AND CANT STRIP, INC.
MSA QUIK-FELT
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 7
th Edition (2020) as evidenced in the referenced documents submitted by the named manufacturer.
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL21580-R2
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Florida Metal Products Inc.
Address/Phone/Email 6940 Stuart Ave
Jacksonville, FL 32254
(904) 783-8400
clark@flamco.com
Authorized Signature FLPA Services
flpaserv@yahoo.com
Technical Representative clark jones
Address/Phone/Email p o box 6310
jacksonville, FL 32236
(904) 783-8400
clark@flamco.com
Quality Assurance Representative clark jones
Address/Phone/Email p o box 6310
jacksonville, FL 32236
(904) 783-8400
clark@flamco.com
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
James L. Bucker, P.E.@ CBUCK Engineering
Florida License PE-31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL21580_R2_COI_CertificateOfIndep.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1708.2
RIDGEVENT
Product Approval Method Method 2 Option B
Date Submitted 09/25/2020
Date Validated 09/27/2020
Date Pending FBC Approval 10/04/2020
Date Approved 12/16/2020
Summary of Products
FL #Model, Number or Name Description
21580.1 1 - FLAMCO "Off-Ridge Roof Vent"Low profile, off-ridge roof vent for pitched roofs fabricated from 26
gauge, G-90 primed, galvanized steel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-46
Other: Refer to Evaluation Report for Limitations and Conditions
of Use. Refer to manufacturer’s installation instructions as a
supplemental guide for attachment.
Installation Instructions
FL21580_R2_II_1_OffRidgeRoofVent_EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E.
#31242
Created by Independent Third Party: Yes
Evaluation Reports
FL21580_R2_AE_1_OffRidgeRoofVent_EVALREPORT.pdf
Created by Independent Third Party: Yes
21580.2 2 - FLAMCO "Gooseneck Roof Vent"Gooseneck style roof vents for sloped shingle or tile roofs
fabricated from 26 gauge, G-90 primed, galvanized steel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-90
Other: Refer to Evaluation Report for Limitations and Conditions
of Use. Refer to manufacturer’s installation instructions as a
supplemental guide for attachment.
Installation Instructions
FL21580_R2_II_2_GooseneckRoofVent_EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E.
#31242
Created by Independent Third Party: Yes
Evaluation Reports
FL21580_R2_AE_2_GooseneckRoofVent_EVALREPORT.pdf
Created by Independent Third Party: Yes
21580.3 3 - FLAMCO "RV 10 Ridge Vent"Aluminum Ridge Vents for pitched roofs fabricated from 0.025”
Aluminum
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Refer to Evaluation Report for Limitations and Conditions
of Use. Refer to manufacturer’s installation instructions as a
supplemental guide for attachment.
Installation Instructions
FL21580_R2_II_3_RV10_RidgeVent_EVALREPORT.pdf
Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E.
#31242
Created by Independent Third Party: Yes
Evaluation Reports
FL21580_R2_AE_3_RV10_RidgeVent_EVALREPORT.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this
entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes,
effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for
official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an
email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
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.
2020.09.25 14:33:30 -04'00'
CBUCK, Inc. dba CBUCK Engineering
Phone: (561) 491-9927 · Email: cbuck@cbuckinc.net · Website: www.cbuckinc.net
Business: 1374 Community Dr., Jupiter, FL 33458 · Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Specialty Structural Engineering
Evaluation Report
FLAMCO “RV10”
Ridge Vent
Manufacturer:
Florida Metal Products, Inc.
6940 Stuart Avenue
Jacksonville, FL 32254
for
Florida Product Approval
# FL 21580.3 R2
Florida Building Code 7th Edition (2020)
Method: 2 - B
Category: Roofing
Sub - Category: Roofing Accessories that are an Integral
Part of the Roofing System
Product Name: “Ridge Vent”
Product Description: Roof Vent
Attached To: 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. 20-244-RV10-ER
(Revises 17-185-RV10-ER, FL 21580.3 R1)
Date: 09 / 25 / 20
Contents:
Evaluation Report Pages 1 – 9
FL #: FL 21580.3 R2
Date: 09 / 25 / 20
Report No.: 20-244-RV10-ER
Page 2 of 5
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Specialty Structural Engineering
1.0 Manufacturer: Florida Metal Products, Inc. dba FLAMCO
6940 Stuart Avenue
Jacksonville, Florida 32254
(800) 634-8400
http://flamco.com
2.0 Manufacturing Plant: Jacksonville, Florida
3.0 Product:
3.1 Product Name: “RV10”
3.2 Product Description: Ridge Vent
4.0 Evaluation Scope:
4.1 Compliance with the following
Florida Building Code 7th Edition (2020)
4.2 Evaluation Method:
Florida Product Approval Rule 61G20-3.005 (2) (b)
4.3 Evaluation Classification:
Category: Roofing
Sub Category: Roofing Accessories that are an Integral part of the Roofing System
4.4 Properties Evaluated
Structural (Wind Resistance) Properties
4.5 Limits of Evaluation:
This product assembly evaluation is limited to compliance with section 4.1 to section 4.4 of
this report.
5.0 Evaluated Uses:
FLAMCO “RV10” ridge vent is used as a roof ventilator.
6.0 Product Assembly Description:
6.1 General:
The FLAMCO “RV10” are ridge vents for pitched roofs fabricated from nominal 0.025” coated
aluminum mechanically attached to Plywood Deck.
7.0 General Assembly as Evaluated:
Refer to section 15.0 of this report for product assembly components/materials & standards.
8.0 Support System:
(Design of support system is outside the scope of this evaluation.)
8.1 Type: Wood Deck
8.2 Description: 15/32” (min.) or greater plywood, or
Wood plank deck (based on minimum density/specific gravity of 0.42)
9.0 Slope:
Minimum slope shall be 2:12. (and in compliance with FBC Chapter 15 based on the type of roof covering,
applicable code sections and in accordance with manufacturer’s recommendations.)
FL #: FL 21580.3 R2
Date: 09 / 25 / 20
Report No.: 20-244-RV10-ER
Page 3 of 5
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Specialty Structural Engineering
10.0 Performance:
The following test protocols were performed to demonstrate compliance with the intent of the code:
10.1 TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of
Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area.
11.0 Code Compliance:
11.1 The product assembly described herein has demonstrated compliance with the Florida Building Code
7th Edition (2020) Section 1708.2.
12.0 Limitations and Conditions of Use:
12.1 Design of support system is outside the scope of this report. Support shall be structural framing
members complying with the code and shall be designed by others.
12.2 Scope of “Limitations and Conditions of Use” for this evaluation:
This evaluation report for “State 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 “State Approval”.
12.3 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.
12.4 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.
12.5 This product has been evaluated to a maximum height of 33 feet.
12.6 Refer to applicable building code for ventilation requirements.
12.7 All metal components and fasteners shall be corrosion resistant in accordance with FBC.
12.8 Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this
evaluation.
12.9 This report does not evaluate the use of this product assembly as described in this report for use in
the High Velocity Hurricane Zone code section. (Dade & Broward Counties)
13.0 Quality Assurance:
The manufacturer has demonstrated compliance of 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 ID:1824).
FL #: FL 21580.3 R2
Date: 09 / 25 / 20
Report No.: 20-244-RV10-ER
Page 4 of 5
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Specialty Structural Engineering
14.0 System/Components
14.1 “RV 10 Ridge Vent”
14.1.1 Material: Aluminum
14.1.2 Thickness: 0.025” (nominal, with coating)
14.1.3 Corrosion Resistance: In compliance with FBC Section 1507.4.3:
ASTM B209
14.1.4 Overall Product Dimensions (nominal):
14.1.4.1 Length(s): 10 ft. (max.)
14.1.4.2 Width: 8-3/8 in. (± ¼” nominal)
14.1.4.3 Height: 2-1/4 in. (± ¼” nominal)
14.2 Fastener:
14.2.1 Base Fastener:
14.2.1.1 Type:
14.2.1.2 Size:
14.2.1.3 Material:
14.2.1.4 Corrosion Resistance:
14.2.1.5 Standard:
Attaches Roof Vent to Deck
Smooth or Ring Shank Roofing Nails
6d × 2” (Long)
Aluminum
Per FBC Section 1506.5
Per ASTM F 1667
14.3 Roof Adhesive:
14.3.1 Type: Standard Heavy bodied Flashing Cement
14.3.2 Description: Asbestos-free asphalt based roof cement
14.3.3 Application Size: 1/4” thick (min.)
14.3.4 Standard: Per ASTM D 4586 Type I
15.0 Installation Method:
(Refer to installation method at the end of this evaluation report.)
Prepare deck opening by trimming any shingles or tiles & existing nails that may interfere with ridge vent
installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should
be a 1/4” thick and extend 2” onto roof underlayment. (Install cement in compliance with manufacturer’s
installation guidelines.) Position vent base flange beneath loosened shingles and align with deck opening.
Attach the unit side flanges to deck with fasteners per Section 14.2 spaced 6” o.c. and 1-1/2”- 2” from
each end. Apply Roofing Cement to exposed fastener heads. Minimum fastener penetration thru bottom
of support, 3/16”.
The FLAMCO “RV 10 Ridge Vent” shall be installed 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.
16.0 Evaluation Reference Data:
16.1 TAS 100 (A) Wind Driven Rain Test
By Fenestration Testing Laboratory, Inc. (FTL) (FBC Organization #TST ID: 1657)
Project #16-6647, Lab #9124, Dated: 11/09/16
16.2 Quality Assurance
By Keystone Certifications, Inc. (FBC Organization #: QUA 1824)
Licensee #440
16.3 Engineering Analysis
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
16.4 Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
FL #: FL 21580.3 R2
Date: 09 / 25 / 20
Report No.: 20-244-RV10-ER
Page 5 of 5
CBUCK, Inc. Certificate of Authorization #8064
CBUCK Engineering
Specialty Structural Engineering
Florida Metal Products, Inc.
FLAMCO
“RV 10” Ridge Vent
“RV 10 Ridge Vent”
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Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL16305-R12
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Atlas Roofing Corporation
Address/Phone/Email 2000 RiverEdge Parkway
Suite 800
Atlanta, GA 30328
(770) 946-4571
mcollins@atlasroofing.com
Authorized Signature Meldrin Collins
mcollins@atlasroofing.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Zachary R. Priest
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 12/31/2099
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL16305_R12_COI_Certificate_of_Independence_CREEK Technical
Services.pdf
Referenced Standard and Year (of Standard)Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTM D 7158 2019
TAS 100 1995
TAS 107 2020
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/26/2023
Date Validated 06/26/2023
Date Pending FBC Approval 06/30/2023
Date Approved 08/15/2023
Summary of Products
FL #Model, Number or Name Description
16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use
Installation Instructions
FL16305_R12_II_ATL13002.12 2020 FBC Eval Shingles
final.pdf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL16305_R12_AE_ATL13002.12 2020 FBC Eval Shingles
final.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
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This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
Registry No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 7TH EDITION (2020)
Manufacturer: ATLAS ROOFING CORPORATION Issued June 26, 2023
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770) 612-6267
Manufacturing Plants: Hampton, GA
Meridian, MS
Daingerfield, TX
Ardmore, OK
Franklin, OH
Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
PRODUCT DESCRIPTION
Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
GlassMaster® 30
(Ardmore & Hampton)
ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
Tough-Master® 20
(Ardmore & Hampton)
ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
Pro-Cut® Hip & Ridge
(Ardmore & Hampton) ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D
3462.
Pro-Cut® Starter Strip
(Ardmore & Hampton)
ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed,
thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
ProLAM™ Architectural
(Hampton, Franklin &
Meridian)
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural asphalt shingle with a dashed, thermally-activated, self-sealing sealant
stripe that complies with ASTM D 3462.
Pinnacle® Pristine,
Pinnacle® Pristine
Lifetime w/Scotchgard
(Daingerfield, Hampton,
Franklin & Meridian)
&
Pinnacle® Sun
(Meridian)
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural asphalt shingle with two, dashed, thermally-activated, self-sealing sealant
stripes that complies with ASTM D 3462.
A CREEK
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ATL13002.12 FL 16305-R12 Page 2 of 11 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pinnacle® Impact
(Daingerfield & Meridian)
ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle
with two, dashed, thermally-activated, self-sealing sealant stripes that complies with
ASTM D 3462.
StormMaster® Hip &
Ridge (Ardmore)
ASTM D 3161, Class F fiberglass reinforced, hip and ridge modified asphalt shingle
with a dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM
D 3462.
StormMaster® Shake
(Daingerfield)
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural modified asphalt shingle with two, dashed, thermally-activated, self-sealing
sealant stripe that complies with ASTM D 3462.
StormMaster® Slate
(Ardmore)
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural modified asphalt shingle with two, dashed, thermally-activated, self-sealing
sealant stripe that complies with ASTM D 3462.
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-109-02-01 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2010A
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ATL13002.12 FL 16305-R12 Page 3 of 11 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) ATL-220-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-220-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-220-02-03 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-220-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-221-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-221-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-221-02-03 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-221-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-222-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-222-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-222-02-03 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-222-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-223-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-223-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-223-02-03 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-223-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) ATL-224-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-225-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-225-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-225-02-03 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) ATL-225-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies (TST5878) 117T0021 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 117T0026 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 117T0027 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 117T0028 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) 117T0043 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 117T0044 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 117T0045 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) 117T0047 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 117T0089 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 117T0107 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) 117T0108 ASTM D 3161
TAS 107
2016
2020
PRI Construction Materials Technologies (TST5878) 117T0109 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 117T0110 ASTM E 108 2016
PRI Construction Materials Technologies (TST5878) 117T0111 ASTM D 7158 2019
CREEK Technical Services LLC (ANE11669) ATL13002.7 Calculations 2018
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This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
INSTALLATION
Legend Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 5-inch exposure in accordance with RAS 115
and manufacturer’s published installation instructions.
Shingles shall be attached using “6 Nail Pattern” detailed
below.
Installation (Non-HVHZ): Installed with 5-inch exposure in accordance with FBC
requirements and manufacturer’s published installation
instructions. Shingles shall be attached using either “4 Nail
Pattern” or “6 Nail Pattern” detailed below.
Figure 1. Legend 4 Nail Pattern (Non-HVHZ only)
Figure 2. Legend 6 Nail Pattern
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This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
GlassMaster® 30
&
Tough-Master® 20
Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 5-inch exposure in accordance with RAS 115
and manufacturer’s published installation instructions.
Shingles shall be attached using “6 Nail Pattern” detailed
below.
Installation (Non-HVHZ): Installed with 5-inch exposure in accordance with FBC
requirements and manufacturer’s published installation
instructions. Shingles shall be attached using either “4 Nail
Pattern” or “6 Nail Pattern” detailed below.
Figure 3. GlassMaster® 30 & Tough-Master® 20 4 Nail Pattern (Non-HVHZ only)
Figure 4. GlassMaster® 30 & Tough-Master® 20 6 Nail Pattern
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This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
ProLAM™ Architectural Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115
and manufacturer’s published installation instructions.
Shingles shall be attached using “6 Nail Pattern” detailed
below.
Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer’s published installation
instructions. Shingles shall be attached using either “4 Nail
Pattern” or “6 Nail Pattern” detailed below.
Figure 5. ProLAM™ Architectural Shingle 4 Nail Pattern (non-HVHZ only)
Figure 6. Pro-LAM™ Architectural Shingle 6 Nail Pattern
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This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pinnacle® Pristine,
Pinnacle® Pristine
Lifetime w/Scotchgard,
Pinnacle® Sun,
Pinnacle® Impact &
StormMaster® Shake
Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115
and manufacturer’s published installation instructions.
Shingles shall be attached using “6 Nail Pattern” detailed
below.
Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer’s published installation
instructions. Shingles shall be attached using either “4 Nail
Pattern” or “6 Nail Pattern” detailed below.
Figure 7. Pinnacle® Pristine, Pinnacle Pristine Lifetime with Scotchgard, Pinnacle® Sun,
Pinnacle® Impact and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only)
Figure 8. Pinnacle® Pristine, Pinnacle Pristine Lifetime with Scotchgard, Pinnacle® Sun,
Pinnacle® Impact and StormMaster® Shake 6 Nail Pattern
A CREEK
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ATL13002.12 FL 16305-R12 Page 8 of 11 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
StormMaster® Slate Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 8.5 in. exposure in accordance with RAS 115
and manufacturer’s published installation instructions.
Shingles shall be attached using “6 Nail Pattern” detailed
below.
Installation (Non-HVHZ): Installed with 8.5 in. exposure in accordance with FBC
requirements and manufacturer’s published installa tion
instructions. Shingles shall be attached using either “4 Nail
Pattern” or “6 Nail Pattern” detailed below.
Figure 9. StormMaster® Slate 4 Nail Pattern
Figure 10. StormMaster® Slate 6 Nail Pattern
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Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pro-Cut® Starter Strip Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed in accordance with RAS 115 and manufacturer’s
published installation instructions. Shingles shall be
attached as shown below.
Installation (Non-HVHZ): Installed in accordance with FBC requirements and
manufacturer’s published installation instructions. Shingles
shall be attached as shown below.
Figure 11. Pro-Cut® Starter Strip
A CREEK
Technical Services, LLC
ATL13002.12 FL 16305-R12 Page 10 of 11 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pro-Cut® Hip & Ridge
&
StormMaster® Hip &
Ridge
Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation (HVHZ and
non-HVHZ):
Installed with 5-5/8 inch exposure in accordance with RAS
115 (HVHZ only) and manufacturer’s published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind.
Figure 12. Pro-Cut® Hip & Ridge and StormMaster® Hip & Ridge
A CREEK
Technical Services, LLC
ATL13002.12 FL 16305-R12 Page 11 of 11 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20 -3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment information are provided based on testing. FBC requirements
for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer’s
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in complia nce with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distri buting
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
This item has been
digitally signed and
sealed by Zachary R.
Priest, PE, on 6/26/2023.
Printed copies of this
document are not
considered signed and
sealed and the signature
must be verified on any
electronic copies.