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Product Approval
USER: Public user
z
'' > AppficaLiott Detail
FL #
FL18355-R5
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
TAMKO Building Products LLC
Address/Phone/Email
PO Box 97
Galena, KS 66739
(417) 624-6644 Fact 2305
kerri_edenCSu tamko.com
Authorized Signature
Kerri Eden
kerri_eden@ tamko.com
Technical Representative
Kerri Eden
Address/Phone/Email
PO Box 1404
Joplin, MO 64802
11417) 624-6644 Ext2305
kerri_ede.,i@tamko.com
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 Zachary R. Priest
Evaluation Report
Florida License
PE-74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10/18/2021
Validated By
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Standard
Year
ASTM D 3161
2016
ASTM D 3462
2010
ASTMD D 71S8
2011
TAS 100
1995
Approved Testing Lab
https_/fwwwftotidabuiiding.oMIpr/pr app_dti.aspx?param=wGEVXQwrtdquvosrHazGXQW83MPT3uofKkMtf°/a2br3)wmC7g7d%2b7hEyTQ%3d%3d 112
8/i/2020
Sections from the Code
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FSC Approval
Date Approved
Method I options D
02/11/2020
02/11/2020
02116/2020
04/07/2020
Summary of Products-""-`""__.
Model, Number or Name Description
18355.1 Elite Glass -Seat, Heritage, Heritage ASTM D 3462 asphalt shingles and hip and ridge shingles
Premium, Heritage woodgate,
Heritage Vintage, Hip and Ridge, and
Vintage Hip and Ridge Shingles
Litasits of Use installation Instructions _.
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.
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone (toad Tallahassagr13z�54 ?hone^ Ss0-487-18 a
The State of Florida is an AA/EEO employer. Copyright 2oo7-2013 State of plorida.:: Private 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. 'Pur$Uant 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 ernails
provided may be used for official communication with the licensee. However email addresses are public record. I` you do rot 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 her
Product Approval Accepts:
F-1
Safe
https://www-floridabuilding.org/prlpr app_ g-aspx?param-wGEVXQwtDquvosrHazGXOW83MPT3uofKkMI /a2br3jwmC7g7d%2bihEyTQ%3delo3d 212
�. Certificate of Authorization No. 29824
C R E E:4*4 K17520 Edinburgh Dr
TECHNICAL I -7-or
Tampa, FL 33647
(813) 480-3421
EVALUATIOE-Z; REPQ—j�T F L 0 1 iDA U1U- NG Ct=a Ls CTs Dui T1,3H (20 i 7)
Manufacturer: TAMKO BUILDING PRODUCTS LLC Issued February 10, 2020
198 Four States Drive
Galena, KS 66739-0097
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Q u a I I i y A."r u-euic.=_ . UL LLC
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sire flw-ns: 1 >'04.1.1, 1 107.2.5, -1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Entity
Report No
Standard
Year
PRI Corist� it :t P4,...a - Tct . , r «�-: t ., ;
TA;' C' . t.- b.
PRI Construction Materials Technologies (TST5878)
TAP-051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-054-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-131-02-01
TAS 100
1995
As i00
1995
PRI Construction Materials Technologies (TST5878)
TAP-280 02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-314-02-01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-315-02-01
ASTM D 6381
2008(2013)e1
PRI Construction Materials Technologies (TST5878)
TAP-317-02-01
TAS 100
1995
UL LLC (i ";- : "."
0 ;;
A ., _' c: sL.:
2
UL LLC (TST9628)
04NK24366
ASTM D 3462
2010A
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03898
ASTM D 3161
2016
ASTM D 3462
2010A
_
1-1 LLG c; t u 3)
_. __ 1 32
_ .';. a -J i 6 1
;016
UL LLC (TST9628)
09NK07896
ASTM D 3161
2016
UL LLC (TST9628)
1OCA50498
ASTM D 3462
ASTM D 3462
2010A
2010A
UL LLC (TST9628)
10CA64882
ASTM D 3161
2016
UL LLC (TST9628)
11NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLG (T ISTu
1Luf - - r
ASi i.: L 6:L i
2616
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
UL LLC (TST9628)
4787148748
ASTM D 7158
2011
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
TBP15001.5 FL18355-R5 Page 1 of 10
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.
PRODUCT DESCRIPTION
Elite Glass -Seal®
(Frederick & Joplin)
heritage®
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage® Premium
(Frederick &
Phillipsburg)
Heritage® Vintage®
(Phillipsburg)
(Dallas & Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage® Hip and Ridge
(Phillipsburg)
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforce-d, laf .r.i_,k. d arch ;:;-w. ` a ' u: 1�..;: s :rf :v r.::.: nt..ta.:c-.' a �... ,..�,
complying with ASTM D 3462.
17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
s', . J v _;:J .. .;,1 D 7i 3, Ci ss i Fiberglassreinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
TBP15001.5 FL18355-R5 Page 2 of 10
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.
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
INSTALLATION
Elite Glass -Seal® (Frederick & Joplin)
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):
In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7116 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to the manufacturer's
application instructions when installing shingles at slopes greater than 21:12.
Installation (HVHZ):
Installed with 5-1/8 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 5-1/8-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. Elite Glass -Seal
4 Nail Pattern (Non-HVHZ only)
1 2
• • • `C1 t... ._
r
Figure 2. Elite Glass -Seal
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 3 of 10
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.
-�: TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
N" eritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa)
Heritage@ Premium (Frederick & Phillipsburg)
Heritage@ Woodgate (Dallas & Frederick)
Basic Wind Speed (VUit): 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):
In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 318 in. plywood or min. 7116 in. OSB for existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to the manufacturer's
application instructions when installing shingles at slopes greater than 21:12.
Installation (HVHZ):
Installed with 5-5/8 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 5-5/8 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.
Nail Lime.
29-J S
Figure 3. Heritage@ & Heritage@ Premium
4 Nail Pattern (non-HVHZ only)
`,ali Line
figure 4. Heritage@ & Heritage@ Premium
- 6 Nail Pattern
TBP15001.5 FL18355-R5 Page 4 of 10
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.
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Figure 5. Heritage@ Woodgate
4 Nail Pattern (non-HVHZ only)
a.! Dr;
Figure 6. Heritage@ Woodgate
6 Nail Pattern
0 Common Bond
7
W
— — 39-3/8" -- — — ---- I
Figure 7. Heritage@, Heritage@ Premium, & Heritage@ Woodgate
Alternate 6 Nail Pattern
TBP15001.5 FL18355-R5 Page 5 of 10
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.
CE �E� TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
12-1/2"— . 12-3/8"— — 12-1/2"— 1"—
Preferred Fastener Locations
5 nExSposure
�-
39-3/8"
Acceptable
cceptable Fastener Location
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
Preferred
referred Fastener Location
Figure 8. Heritage® (Tuscaloosa)
Expanded Nall Zone
Paint Line
Nail Zone
Edge of
Common
Bond
TBP15001.5 FL18355-R5 Page 6 of 10
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.
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Heritage® Vintage® (Phillipsburg)
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):
In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to the manufacturer's application
instructions when installing shingles at slopes greater than 21:12.
Installation (HVHZ):
Installed with 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 5 in. exposure in accordance with FBC requirements and manufacturer's
published installation instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
T
W Names` &posure
Notch
b,
y Fasteners
17-1t2"
LJ L
-7!
�+--t aara• —+�
Figure 9. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 10. Heritage® Vintage®
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 7 of 10
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.
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Hip & Ridge (Frederick & Joplin)
Basic Wind Speed (V,,,t): 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): In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's
published installation instructions. The direction of the exposed end shall be away from
the prevailing wind.
Direction of prevailing wind
n
5-1/8" exposure
Figure 1
„ 1 9F
rjAIS
Fastener
�-5-5w
Figure 2
Figure 11. Hip & Ridge
wposure
TBP15001.5 FL18355-R5 Page 8 of 10
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.
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Vintage® Hip & Ridge (Phillipsburg)
Basic Wind Speed (Vuit): 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): In accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's
published installation instructions. The direction of the exposed end shall be away from
the prevailing wind.
Direction of prevailing wind
5" exposure
Figure 1
1"
` Fastener
5-1 /2"
Figure 2
o-, exposure
1"
Fastener
1/4" Figure 3
Figure 12. Vintage® Hip & Ridge
TBP15001.5 FL18355-R5 Page 9 of 10
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.
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
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 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, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
G.E•11 Scam'/��'
No 74021
STATE OF
0 N A�
CERTIFICATION OF INDEPENDENCE
2020.02.10
Z� 17:16:2 2
Digitally ai9Rcd by Zachary R. Pria,t _ O 5 , 0 0 I
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
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
TBP15001.5 FL18355-R5 Page 10 of 10
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.
6/5/2020
Florida Building Code Online
AIR
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Product Aporoval Menu > Product or Application Search > Application
List > Application Detail
FL #
FL16048-R6
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
QA entity has been called into question. 05/11/2020
Archived
Product Manufacturer
Tri-Built Materials Group, LLC
Address/Phone/Email
PO Box 70
Rutherford, NJ 07070
ko
(800)516-1485
^
david.ruiz@tribuiltmg.com
J
Q
Authorized Signature
David Ruiz
i
david.ruiz@tribuiltmg.com
\,
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmateriaisgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
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 Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL16048 R6 COI 2017 01 COI Nieminen odf
StandarA Year
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012 (04-12) 2012
UL1897 2012
https:f/www.floridabuilding.org/prlpr app_Otl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9F!YHTk4FLCxr-gVtRhfvMw%3d°/a3d 1/2
6/5/2020 Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL #
16048.1
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
Model, Number or Name 1 Description
TRI-BUILT Roof Underlayments j Self -adhering, modified bitumen roof underlayments
Limits of Use !installation Instructions
Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6 pdf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use of 1 Evaluation Reports
foam -on tile systems overtop the self -adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI
for one particular application. See ER Section 5.6.4 for details. _BUILT UNDER[ AYMENTS FL16048-R6 pdf
2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes
Contact us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-a87-182a
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: rlv cy 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 850.407.1395. *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 emaiis
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:
Sf CitTIfiVMETRICS'
https://www.floridebuilding.org/prlpr app dti-asPx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw°/*3d%3d 2/2
R 1-Y �
EVALUATION REPORT
I KI-BUIL I materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report A42960.10.12-R6
FL16048-R6
Date of Issuance: 10/25/2012
Revision 6: 09/25/2017
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 6u1 Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
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 I 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09125/2017. This does not serve as an electronimily signed
document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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 I 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 products 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 process of the
product.
5. This is a building code evaluation. Neither Trinity IERD 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.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the a Edition (2017) Florida Building Code 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
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1, 1507.2.9.2
1507.3.3
3. REFERENCES:
Enti
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
4. PRODUCT
4.1 i�
4.2
Property
Wind Resistance
Wind Uplift
Accelerated Weathering
Physical Properties
Physical Properties
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Standard
FM 4474
UL 1897
ASTM G155
ASTM D1970
FRSA/TRI April 2012 (04-12)
Reference
S40540.02.13-1
S40540.11.13
S40540.03.14
544870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530.05.14
S40540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Multiple -Listing R16814
Service Confirmation
Year
2011
2012
2005
2015
2012
Date
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/10/2014
04/10/2014
05/14/2014
05/28/2014
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp.07/18/2020
Tri-Built Sand-R SA Shingle Underlay enm is` a s` erf-adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
Tri-Bui t-WA n er ayment a is self -adhering,- -
non-wovean polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
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 in 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.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-116
Certificate ofAuthorization 99503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (900) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
M -
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. if not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Y
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
State
_
&Shin les
�s
Tri-Built Sand-R SA Shingle
Underlayment
Yes
_..
No
No
No
Yes
Yes
Tri-Built S/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth HT S/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlavment comhinatinnq
TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS'
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Poiyset® AH-160
FL,6332
Tri-Built S/A HT TU Underlayment
Dow TileBond'"'
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering Underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on the systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D orTAS 114, AppendixJ.
2 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.1012-R6
Certificate of Authorization 49503 5'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
t{
I H,Ni m?
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226, Type ( or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on the systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure = -45 0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67 5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150 0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESiSTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure = -60 0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HTTU Underlayment, self -adhered.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116
Certificate ofAuthorization 49503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
r€R
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements,
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04 12))•
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Fiat
Max.10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high
6:12
on slope, as shown below)
Tri-Built S/A HT TU
i
Underlayment
Lugged
v
Exterior Research and Design, I.I.C. Evaluation Report A42960.10,12-R6
Certificate of A uthorization M03 6r EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 526-1485 Revision 6: 09/25/2017
Page 5 of 6
TRINITY
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlavment Tri-Built S/A HT TU Underlavment or Tri Built Smooth HT S/A
Underlavment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HT TU Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6
6/19/2020 Florida Building Code Online
� t
e F
BCIS Home Log In User Registration Hot Topics ` Submit Surcharge Stats & Facts Publications - Contact Us j BCIS Site Map Links Search
/ Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL13339-R6
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Attic Breeze
1370 FM 116
Gatesville, TX 76528
(254) 865-9999
travis.hipp@atticbreeze.net
James Buckner
jimmy@cbuckinc.net
Travis Hipp
1370 FM 116
Gatesville, TX 76528
(877)288-4234
travis.hipp@atticbreeze.net
Roofing
Roofing Accessories that are an Integral Part of the Roofing System
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 James L. Buckner, P.E. @ CBUCK Engineering
Evaluation Report
Florida License
PE-31242
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
12/01/2029
Validated By
Michael John Riemer, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL13339 R6 COI COI CertOf Indep James Buckner,P.E. sc.PDF
1708.2
https:/lwww.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquFsbTbi%2b3jRWwJ%2bwxNA5%2bcT8OkTQ%2bOJOgmNdoBVNGkgA%3d... 1/3
6/19/2020 Florida Building Code Online
Product Approval Method Method 2 Option B
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summer of Products_
01/05/2018
01/05/2018
01/10/2018
04/10/2018
FL # i Model, Number or Name
Description
13339.1 j 01_Solar Attic Fan
Models AB-203A, AB-202A, AB-251A, AB-252A, AB-2022A, AB-
i
3022A & AB-4022A. Self -flashing, solar powered fan units, with
solar panel directly attached to fan unit shroud/dome
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL13339 R6 II 1-7 Attic Breeze-SPAF Panel Direct to Flush
Mount Unit EvalReport.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Design Pressure: +115/-115
Created by Independent Third Party: Yes
Other: Refer to evaluation report for limitations and conditions
Evaluation Reports
of use. Refer to manufacturer's installation instructions as a
FL13339 R6 AE 1-7 Attic Breeze-SPAF Panel Direct to Flush
Mount e
supplemental guide.
Created by Independent Third Party: Yes
----------------
13339.2
02_Solar Attic Fan
—
Models AB-201D, AB-2020, AB-251D, AB-252D, AB-401, AB-
402, AB-2022D, AB-3022D & AB-4022D. Self -flashing, solar
powered fan units, with solar panels) remotely attached from
fan unit, using low profile mounting brackets
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL13339 R6 II 2-7 Attic Breeze-SPAF Panel Remote to Low
i Approved for use outside HVHZ: Yes
: Profile EvaiReport.pdf
i Impact Resistant: No
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Design Pressure: +115/-115
Created by Independent Third Party: Yes
Other: Refer to evaluation report for limitations and conditions
Evaluation Reports
of use. Refer to manufacturer's installation instructions as a
' FL13339 R6 AE 2-7 Attic Breeze-SPAF Panel Remote to Low
supplemental guide.
Profile EvalReportpdf
Created by Independent Third Party: Yes
13339.3 { 03_Solar Attic Fan
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +115/-115
Other: Refer to evaluation report for limitations and conditions
of use. Refer to manufacturer's installation instructions as a
supplemental guide.
13339.4 j 04_Solar Attic Fan
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +115/-115
Other: Refer to evaluation report for limitations and conditions
of use. Refer to manufacturer's installation instructions as a
supplemental guide.
13339.5 1 05_Solar Attic Fan
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +115/-115
Other: Refer to evaluation report for limitations and conditions
of use. Refer to manufacturer's installation instructions as a
supplemental guide.
Models AB-201D, AB-202D, AB-251D, AB-252D, AB-401, AB-
402, AB-2022D, AB-3022D & AB-4022D. Self -flashing, solar
powered fan units, with solar panel(s) remotely attached from
fan unit, using universal mounting bracket
Installation Instructions
FL13339 R6 II 3-7 Attic Breeze-SPAF Panel Remote
Inclined EvalReport.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL13339 R6 AE 3-7 Attic Breeze-SPAF Panel Remote
Inclined EvalReport.pdf
Created by Independent Third Party: Yes
Models AB-601, AB-602 & AB-6022D. Self -flashing, solar
powered fan units, with solar panel remotely attached from fan
unit, using low profile mounting brackets
---- -..__-.___�—_—..__----
Installation Instructions
FL13339 R6 II 4-7 Attic Breeze-SPAF Panel Remote to Low
Profile EvalReport.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL13339 R6 AE 4-7 Attic Breeze-SPAF Panel Remote to Low
Profile EvalReport.pdf
Created by Independent Third Party: Yes
Models AB-601, AB-602 & AB-6022D. Self -flashing, solar
powered fan units, with solar panel remotely attached from fan
unit, using universal mounting brackets
Installation Instructions
FL13339_. R6 II 5-7 Attic Breeze-SPAF Panel Remote
Inclined EvaiReport.pdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL13339 R6 AE 5-7 Attic Breeze-SPAF Panel Remote
Inclined EvalRepor .pdf
Created by Independent Third Party: Yes
hops://www.floridabuildi ng. org/prlpr_app_Otl.aspx?param=wGEVXQwtDquFsbTbi°/a2b3jRWwJ%2bwxNA5%2bcT8OkTQ%2bOJOgmNdoBVNGkgA%3d... 2/3
6/19/2020
Florida Building Code Online
13339.6 1 uo_Cardinal Ventilation
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +115/-115
Other: Refer to evaluation report for limitations and conditions
of use. Refer to manufacturer's installation instructions as a
supplemental guide.
Models CV-2000 « CV-3000. Self -flashing, circular shaped solar
powered fan units, with solar panel directly attached to fan unit
hood/dome
Installation Instructions
FL13339 R6 II 6-7 AS -Cardinal SPAF Panel Direct to Flush
Mount Unit EvaiReport.Qdf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Created by Independent Third Party: Yes
Evaluation Reports
FL13339 R6 AE 6-7 AB -Cardinal SPAF Panel Direct to Flush
Mount Unit EvalReoort.pdf
Created by Independent Third Party: Yes
13339.7 Curb Mount Series Curb Profile vent fan base for attachment to roof curbs
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13339 R6 II 7-7 Curb -SPA -CM -ER W 10.pdf
Approved for use outside HVHZ: Yes Verified By: James L Buckner, P.E. @CBUCK, Inc P.E. # 31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +115/-115 Evaluation Reports
Other: Refer to evaluation report for limitations and conditions FL13339 R6 AE 7-7 Curb -SPA -CM -ER W 10.pdf
of use. Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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Product Approval Accepts:
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Specialty Structural EnglnPPrinq CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report
"Solar Attic Fans"
Self -Flashing Series
with Shroud/Dome Mounted Solar Panel
20 Watts, 30 Watts & 40 Watts Solar Panels
Manufacturer
Attic Breeze, LLC.
1370 FM 116
Gatesville, Texas 76528
(877) 288-4234
for
Florida Product Approval
# FL 13339.1 R6
Florida Building Code 6th Edition (2017)
Per Rule 61G20-3
Method: 2 - B
Category: Roofing
Sub - Category: Roofing Accessories that are an Integral
Part of the Roofing System
Product Name:
Product Description:
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Report No. 18-101-SPAF-Dir-54W-ER
Date: 1/4/ 18
Contents:
Evaluation Report Pages 1— 6
Solar Attic Fans
Self -Flashing Series
with Shroud/Dome Mounted Solar Paniof digital copy signed by
es L. Buckner, P.E.
Electronically signed and sealed documents
comply with the provisions of FAC Rule 61G1E
� kCENSj''•
` * ' No 31242
T STATE OF 44/\~
''r;6'
70 NA
CBUCK, Inc. -Palm Beach County, Florida
2018.01.0415:00:37-05'00'
Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net
Specialty Structural lEngineknM
Manufacturer: Attic Breeze, LLC.
Product Name: Solar Attic Fans
Product Category: Roofing
#: FL 13339.1 R6
Date: 1 / 4 / 18
Report No.: 18-101-SPAF-Dir-S4W-ER
Page 2 of 6
CBUCK, Inc. Certificate of Authorization #8064
Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System
Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b)
Product Description: The Solar Attic Fan is a roof mounted system powered by a solar panel. The unit
consists of a 14 inch diameter fan, enclosed in a self -flashing fan house base vent,
with corrosion resistant, zincalume alloy steel housing, including a thermal switch,
and a rodent guard. The solar panel is attached directly to the fan house unit
shroud/dome.
Product Assembly as Self -flashing solar attic fan with shroud/dome mounted solar panel
Evaluated: - Fan house base unit component mechanically attached to deck with wood
screws.
Model Numbers: No./Designation
AB-201A
AB-202A
AB-251A
AB-252A
AB-2022A
AB-3022A
AB-4022A
Fan Unit Base Support: Type:
Wood Deck
(Design of support system is outside the scope of this evaluation)
Description:
• 15/32" or greater Plywood, or
• Wood plank deck (based on minimum density/specific gravity of 0.42)
Roof Slope: Slope shall be in compliance with FBC, Chapter 15 based on the type of roof covering.
Performance: Allowable Wind Resistance:
* Positive Design Pressure: + 115 PSF
* Negative Design Pressure: -115 PSF
*Allowable design pressures for allowable stress design WD).
'. M FL 13339.1 R6
Uate: 1 / 4 / 18
Report No.: 18-101-SPAF-Dir-S4W-ER
Page 3 of 6
SpC-nCidlhj Strucftx l Engineering CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The following test protocol was performed to demonstrate compliance with the
intent of the code as this product does not specifically addressed the performance
standard in the code.
• ASTM E330-02 —Standard Test Method for Structural Performance of Exterior
Windows, Curtain Walls, and Doors and by Uniform Static Air Pressure Difference
Code Compliance: The product described herein has demonstrated compliance with the Florida
Building Code 6th Edition (2017), Section 1708.2.
Evaluation Report Scope: This product evaluation demonstrates compliance of this product with the structural
wind load requirements of the Florida Building Code, as related to Florida Product
Approval Rule 61G20-3.001.
Limits of Use: • The Solar Attic Fan including solar panel and electrical wiring shall be installed in
compliance with Attic Breeze's installation instructions and in accordance with
applicable Building Codes
Scope of "Limitations and Conditions of Use" for this evaluation:
This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval".
Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification of
the product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the responsibility
of others.
• Refer to applicable building code section for ventilation requirements.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof vent 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 Certification, Inc. (FBC Organization #: QUA 1824)
Speclafty Structural Engineerinq
Component(s) Solar Attic Fan
Material Standards: - Nominal Dimensions
Fan House Base:
Fan House Shroud/ Dome
Solar Panel:
Overall Height:
. #: FL 13339.1 R6
Date: 1 / 4 / 18
Report No.: 18-101-SPAF-Dir-S4W-ER
Page 4 of 6
CBUCK, Inc. Certificate of Authorization #8064
28" x 28"
21-1/2" x 21-1/2"
19-1/4" x 16-1/4"
12"
- Fan House Base & Shroud/Dome Material:
Material: Steel
Thickness: 22 ga.
Yield Strength: 33 ksi Minimum
Corrosion Resistance: Galvalume or Zincalume per ASTM A792 AZ 50
or in compliance with the FBC, Section 1507.4.8.
Fastener
Type:
Size:
Standard:
Corrosion Resistance
Pancake Head Wood Screw
#10 x 1 in. Minimum
Per ANSI/ASME B18.6.1
Per FBC Section 1506.6
Installation: Installation Method:
(Refer to Pages 5 and 6 of this evaluation report.)
"The Solar Attic fans" shall be installed in compliance with the installation method
listed in this report. 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.
Evaluated Referenced Data: 1. ASTM E330-02 — Uniform Static Air Pressure Difference Test
By Certified Testing Laboratories, Inc. (FBC Organization ID# TST 1577)
Project #: CTLA 2002W, Dated: 11 / 20 / 09
2. Quality Assurance
By Keystone Certification, Inc. (FBC Organization ID# QUA 1824)
Attic Breeze, LLC. Licensee #740
3. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
4. Engineering Analysis
By CBUCK Engineering
Report #C09-194, Dated: 12 / 1 / 09
Report #C16-164, Dated: 10 / 20 / 16
9=10� A.
EUCK Q
. #: FL 13339.1 R6
Date: 1 / 4 / 18
Report No.: 18-101-SPAF-Dir-S4W-ER
Page 5 of 6
Specle&tj Structural EnglneEarfrQ CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Attic Breeze, LLC.
Solar Attic Fan Attachment Assembly
20 " Diarrder
#10 x 1" Puke-Hmd Plywood Deck
Wood Screw Typical Oie+yn9
Assembly Front Section View
2-1114'
4f
4-
I----- 2a a>e-
x�lce- -------�
#10 x 1" Par! -lead Plywood Deck
Wood Saw Typical Opering
Assembly Side Section View
Plywood Deck
15132" Nin.
Plywood Dedk
15132 Nin.
K
�' s �✓� „�
. #: FL 13339.1 R6
Date: 1 / 4 / 18
Report No.: 18-101-SPAF-Dir-S4W-ER
Page 6 of 6
SPecldltti Structured Erlglr'iPPrlr-q CBUCK, Inc. Certificate of Authorization #8064
Solar Panel --
#/'lo X 1"
Pancake+leed Screw
Installation Method
Attic Breeze, I.I.C.
Solar Attic Fan Attachment Assembly
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