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Technical Services, LLC
APT15001.4 FL12512-R7 Page 1 of 3 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 a re not
specifically addressed herein.
Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6TH EDITION (2017)
Manufacturer: ALPHA PROTECH ENGINEERED PRODUCTS, INC. Issued August 12, 2019
301 South Blanchard Street
Valdosta, GA 31601
(229) 242-1931
http://www.alphaprotech.com
Manufacturing Locations: Valdosta, GA
Quality Assurance: RADCO, Inc. (QUA1990)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.1.1, 1518.2, 1518.4
Properties: Physical properties
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) AEP-009-02-01 ASTM D 4533 2015
PRI Construction Materials Technologies (TST5878) AEP-017-02-01 ASTM D 226
ASTM D 4869
2009
2016
PRI Construction Materials Technologies (TST5878) AEP-022-02-01 ASTM D 4533 2015
PRI Construction Materials Technologies (TST5878) AEP-023-02-01 ASTM D 4533
ASTM D 226
ASTM D 4869
2015
2009
2016
PRI Construction Materials Technologies (TST5878) AEP-023-02-02 ASTM D 5043 2015
PRI Construction Materials Technologies (TST5878) 20T0001 ASTM D 4533
ASTM D 226
2015
2009
PRI Construction Materials Technologies (TST5878) 20T0002 ASTM D 4533
ASTM D 226
2015
2009
PRI Construction Materials Technologies (TST5878) 20T0003 AC 188 2012
PRI Construction Materials Technologies (TST5878) 20T0004 AC 188 2012
PRI Construction Materials Technologies (TST5878) 20T0006 ASTM D 226 2009
PRI Construction Materials Technologies (TST5878) 20T0007 ASTM D 226 2009
RADCO, Inc (TST1987) RAD-5212 AC 188 2012
RADCO, Inc (TST1987) RAD-4987 ASTM D 4533 2015
Ramtech Laboratories, Inc. (TST6127) 13075-04-08 AC 188 2012
A CREEK
Technical Services, LLC
APT15001.4 FL12512-R7 Page 2 of 3 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 a re not
specifically addressed herein.
ALPHA PROTECH ENGINEERED PRODUCTS, INC.
Underlayments
PRODUCT DESCRIPTION
REX™ SynFelt A mechanically attached, woven polypropylene underlayment (nominal weight = 2.56
lb/100ft2) used an alternative to ASTM D 226, Type I and Type II roofing underlayments
with a minimum tear strength per ASTM D 4533 of 20 pounds,
TECHNOply A mechanically attached, woven polypropylene underlayment (nominal weight = 2.05
lb/100ft2) used an alternative to ASTM D 226, Type I and Type II roofing underlayments
with a minimum tear strength per ASTM D 4533 of 20 pounds,
TECHNO SB 25 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.2
lb/100ft2) used an alternative to ASTM D 226, Type I and Type II and ASTM D 4869,
Type II and IV roofing underlayments with a minimum tear strength per ASTM D 4533 of
20 pounds.
TECHNO SB 50 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.00
lb/100ft2) used an alternative to ASTM D 226, Type I and Type II and ASTM D 4869,
Type II and IV roofing underlayments with a minimum tear strength per ASTM D 4533 of
20 pounds
TECHNO SB Ultra A mechanically attached, woven polypropylene underlayment (nominal weight = 5.5
lb/100ft2) used an alternative to ASTM D 226, Type I and Type II and ASTM D 4869,
Type II and IV roofing underlayments with a minimum tear strength per ASTM D 4533 of
20 pounds.
APPLICATION INSTRUCTIONS
Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing
construction. New construction in the HVHZ shall be min. 19/32 in. plywood. Sheathing
shall be installed in accordance with FBC requirements. Roof decks shall have no more
than 1/8” gap at abutting joints.
Attachment method:
(Non-HVHZ):
Underlayment shall be attached in accordance with the FBC Table 1507.1.1 and
manufacturer’s installation instructions
Attachment method
(HVHZ):
Underlayment shall be installed with a minimum 4-inch head lap and minimum 6-inch
end lap and be fastened as specified in FBC Section 1518.2.
Allowable roof coverings:
(Non-HVHZ)
Mechanically attached roof systems as prescribed in FBC Section 1507.1.1.
Allowable roof coverings:
(HVHZ)
Mechanically attached asphalt shingles, composite shingles, metal roof panels and
shingles, or wood shakes and shingles
A CREEK
Technical Services, LLC
APT15001.4 FL12512-R7 Page 3 of 3 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.
ALPHA PROTECH ENGINEERED PRODUCTS, INC.
Underlayments
LIMITATIONS
1)Fire Classification is not within the scope of this evaluation.
2)Wind uplift resistance is not within the scope of this evaluation.
3)Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer’s published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4)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.
5)The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck
shall be installed in accordance with FBC requirements.
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
shall be staggered between courses in accordance with the manufacturer’s application instructions.
8)Contact the manufacturer when installing at temperatures below the minimum application temperature.
9)The underlayment may be used as described in other current FBC product approval documents.
10)Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck.
11)The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated.
12)All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 6th Edition (2017) 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