HomeMy WebLinkAboutProduct Approval Certificate of Authorization No. 29824
17520 Edinburgh DriveCREEK
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION (2014)
Manufacturer: ALPHA PROTECH ENGINEERED PRODUCTS, INC. Issued June 22, 2015
301 South Blanchard Street
Valdosta, GA 31601
(229)242-1931
http://www.alphaprotech.com ���
Manufacturing Locations: Valdosta, GA
DEC 0 6 2011
Quality Assurance: RADCO, Inc. (QUA1990)
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SCOPEt. Ccunt L
Category: Roofing ,
Subcategory: Underlayments a
Code Sections: 1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3, 1507.8.3, 1507.9.3
Properties: Physical properties
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) AEP-017-02-01 ASTM D 226 2006
ASTM D 4869 2005e1
RADCO, Inc(TST1987) RAD-5212 AC 188 2012
Ramtech Laboratories,Inc.(TST6127) 13075-04-08 AC 188 2012
PRODUCT DESCRIPTION
REXTM' SynFelt A mechanically attached,woven polypropylene underlayment(nominal weight=2.56
Ib/100ft2)used an alternative to ASTM D 226,Type I and Type II roofing underlayments,
REXtreme A mechanically attached, woven polypropylene underlayment(nominal weight=2.97
Ib/100ft2)used an alternative to ASTM D 226, Type I and Type II roofing underlayments
TECHNOply A mechanically attached, woven polypropylene underlayment(nominal weight=2.05
Ib/100ft2)used an alternative to ASTM D 226,Type I and Type II roofing underlayments
TECHNO SB A mechanically attached,woven polypropylene underlayment(nominal weight=2.00
Ib/100ft2)used an alternative to ASTM D 226,Type I and Type II and ASTM D 4869,
Type 11 and IV roofing underlayments
APPLICATION INSTRUCTIONS
Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing
construction. Sheathing shall be installed in accordance with FBC requirements. Roof
decks shall have no more than 1/8"gap at abutting joints.
Min. slope: 2:12. For slopes less than 4:12, the underlayment must be half-lapped a full 24" over the
underlying course.
Attachment method: Underlayment shall be attached in accordance with the FBC and manufacturer's
installation instructions. At minimum, mechanically fastened with min. 12 ga. corrosion
resistant ring shank nail with min. 1-inch diameter corrosion resistant round cap to a min.
3/4-inch penetration, 8" o.c. at side and end laps and 24" o.c in a staggered pattern
along the center lines printed on the sheet. The side laps shall be a minimum 3" wide
APT15001.1 FL12512-R4 Page 1 of 2
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.
a
CREEK ALPHA PROTECH ENGINEERED PRODUCTS,INC.
Underlayments
TECHNICAL SERVICES, LLC
and minimum 6"wide at the end laps. 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: Asphalt shingles, slate shingles, clay and concrete tiles, metal roof panels and shingles,
wood shakes and shingles
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 is not within the scope of this evaluation.
4) 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.
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) 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.
7) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements.
8) 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.
9) Contact the manufacturer when installing at temperatures below the minimum application temperature.
10) The underlayment may be used as described in other current FBC product approval documents.
11) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck.
12) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated.
13) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5th Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
G\PRY R •p9/�c'�. 2015.06.2
No 74021 213:55:44
—04'00'
STATE OF
%�T••.�� O P.•���� Zachary R. Priest, P.E.
�,�s •• •
R 1, 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
APT15001.1 FL12512-R4 Page 2 of 2
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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.
s i , OPY
MMM MIAMI-DADE COUNTY
tme PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) _ www.miamidade.eov/economy
V ,
TAMKO Building Products,Inc. s'`'
220 West 41 Street DEC J � �GS�
Joplin,MO 64801
PER?fill"i t,'�:G
SCOPE: St. Lucie Count:. FL
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(in Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: TAMKO Roof Shingles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA revises NOA No.15-0709.19 and consists of pages 1 through 6.
The submitted documentation was reviewed by Gaspar J Rodriguez.
4y4k
NOA No.: 15-1215.10
MIAMMADE COUNTY Expiration Date: 12/01/20
E M Approval Date: 05/26/16
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Asphalt Shingles
Materials: Laminate
Deck TyRe: Wood
SCOPE
This approves TAMKO's Heritage,Heritage Woodgate and Heritage Premium asphalt shingles,manufactured by
TAMKO Building Products,Inc.,as described in this Notice of Acceptance and designed to comply with the Florida
Building Code High Velocity Hurricane Zones.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
Heritage 131/4"x 39 3/8" TAS 110 Dimensional asphalt shingle.
Manufacturing Location #1, 2, 3
Heritage Woodgate 131/4"x 39 3/8" TAS 110 Dimensional asphalt shingle.
Manufacturing Location #1,3
Heritage Premium 131/4" x 393/8,, TAS 110 Dimensional asphalt shingle.
Manufacturing Location # 1, 2, 3
MANUFACTURING LOCATIONS
1. Dallas,TX
2. Tuscaloosa,AL
3. Frederick,MD
EVIDENCE SUBMITTED
Test Agencx Test Identifier Test Name/Revort Date
Underwriters Laboratories, Inc. TAS 107&UL 790 04CA44252 02/25/05
ASTM D3462 02NK33813 09/23/02
ASTM D 3462 &TAS 107 R2919 Letter 03/10/11
ASTM D3462 4789110543 08/26/14
TAS 107 02/19/15
ASTM E 108 08/26/14
ASTM D3161, Class F 4787043752 10/20/15
PRI Asphalt Technologies, Inc. TAS 100 TAP-129-02-01 05/26/05
TAS 100 TAP-130-02-01 05/26/05
TAS 100 TAP-131-02-01 05/26/05
PRI Construction Materials Technologies LLC TAS 100 TAP-303-02-01 12/12/14
TAS 100 TAP-307-02-01 02/10/15
TAS 100 TAP-317-02-01 09/02/15
MIAMFDiADE COUNTY NOA No.: 15-1215.10
Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 2 of 6
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shingles shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115.
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail `A',attached.
5. Nailing shall be in compliance with Details'B', attached.
LABELING
Shingles shall be permanently labeled with the manufacturer's name and/or logo, city and state of
manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved"or with
the Miami-Dade County Product Control Seal as seen below:
9M:1:90KOUNTY
. .•
BUILDING PERMIT REQUIREMENTS
As required by the Building Official or the applicable Building Code in order to properly evaluate the
installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit.
NOA No.: 15-1215.10
MIAMMAD,COUNTY Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 3 of 6
DETAIL A
HERITAGE,HERITAGE WOODGATE,AND HERITAGE PREMIUM
All dimensions are in inches.
5TH COURSE
4TH COURSE
3RD COURSE
2ND COURSE
23
1ST COURSE
29
Full
DETAIL B
HERITAGE SHINGLE
FIG. 1 FASTENING PATTERN
All dimensions are in inches
39-3/8" _I
47
1" 7'/i' 7'/2" 73/811 7 1/2 7'/2" 1"- 13-1/4„
BI� >I��I��I��I� =�H
- ------ ----- --•-----•-•------- - - ------------
----
::i'..... ...... ..............!..........._.------ .........................
Exposure
fir
NOA No.: 15-1215.10
MIAMFDADE COUNTY Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 4 of 6
DETAIL B (CONTINUED
HERITAGE SHINGLE
FIG. 2 ALTERNATE FASTENING PATTERN
12112"'
1 i i t
Gprnman Bond
FASTENERS
9
i 4
39-30HERITAGE SHINGLE
(TUsCALOOSA,AL)
FIG. 3 ALTERNATE FASTENING PATTERN
HORIZONTAL NAIL SPACING IN ACCORDANCE WITH FIG. 1 OR FIG.2.
VERTICAL NAIL SPACING ALLOWED ANYWHERE WITHIN NAIL ZONE.
PAINT
LINE..
7-718 -- - ---Ifi1ML Z7N1=
COMMON
S i BOND
EXPOSURE
5-5/811
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONML MON t+GE tD
PREFERRED
FASTENER
LOCATION
NOA No.: 15-1215.10
MIAMI•DADECOUNTY Expiration Date: 12/01/20
` Approval Date: 05/26/16
Page 5 of 6
HERITAGE WOODGATE & HERITAGE PREMIUM SHINGLES
FIG. 4 FASTENING PATTERN
All dimensions are in inches
39-3/8" _I
BIZ I6I / 7%" 1"
� >1< � — IH 13-1/4"
------ -------- -------------------------------------------------
Exposure
END OF THIS ACCEPTANCE
NOA No.: 15-1215.10
MIAMFDADE COUNTY
H, Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 6 of 6