HomeMy WebLinkAboutFIP - Atlas Shingles - 2020 (1) CREEK Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 7T"EDITION(2020)
Manufacturer: ATLAS ROOFING CORPORATION Issued August 26, 2020
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770)612-6267
Manufacturing Plants: Hampton, GA
Meridian, MS
Dangerfield, TX
Ardmore, OK
Franklin, OH
Quality Assurance: PRI Construction Materials Technologies, LLC
(QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 71" 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 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
(Ardmore&Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
Tough-Master®20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
(Ardmore&Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
Pro-Cut®Hip&Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
(Ardmore&Hampton) dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D
3462.
Pro-Cut®Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed,
(Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
ProLAMTA° Architectural ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated
(Hampton, Franklin & architectural asphalt shingle with a dashed,thermally-activated, self-sealing sealant
Meridian) stripe that complies with ASTM D 3462.
Pinnacle®Pristine, ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated
Pinnacle®Pristine architectural asphalt shingle with two, dashed,thermally-activated, self-sealing sealant
Lifetime w/Scotchgard stripes that complies with ASTM D 3462.
(Dangerfield, Hampton,
Franklin &Meridian)
StormMaster®Shake ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated
(Dangerfield) architectural modified asphalt shingle with two, dashed,thermally-activated, self-sealing
sealant stripe that complies with ASTM D 3462.
ATL13002.9 FL 16305-R9 Page 1 of 11
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.
0 CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, L.LC
StormMaster®Slate ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated
(Ardmore) 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 2016
TAS 107 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 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2016
TAS 107 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 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-133-02-01 ASTM D 3161 2016
TAS 107 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 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-144-02-01 ASTM D 3161 2016
TAS 107 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 2016
TAS 107 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 2016
TAS 107 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
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 2016
TAS 107 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 2016
TAS 107 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
ATL13002.9 FL 16305-R9 Page 2 of 11
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.
0 CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) ATL-222-02-03 ASTM D 3161 2016
TAS 107 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 2016
TAS 107 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 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-225-02-04 ASTM D 7158 2019
CREEK Technical Services LLC(ANE11669) ATL13002.7 Calculations 2018
ATL13002.9 FL 16305-R9 Page 3 of 11
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.
0 CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, L.LC
INSTALLATION
Legend Basic Wind Speed (V i,): 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.
12' ,
,II�T IT�Ew_Ik
'PTIONAIEIT tiLET;
E..L.NT LINE VT WIDTH
—� TYI' / I.nz25RDENFHEVET
!6"RRolis rv'ICAL aLL i+.oll 1
qZ.,
—�—T TYE
Figure 1. Legend 4 Nail Pattern (Non-HVHZ only)
6.•
\ JNLY LIF
ApLIowmEIIT:LETS
TV - EFEPNT LINE 112 W IDTH
I.a.ztEr_�N Trz:.ID+G 1 5,
�---------------------------------- ___ ___ ___ __—___------_ + '_ 1
/e'RnDluS mICnL ILL enDll
TY" 'III-4 TYF III
Figure 2. Legend 6 Nail Pattern
ATL13002.9 FL 16305-R9 Page 4 of 11
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.
CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LL,C
GlassMaster®30& Basic Wind Speed (V,,,t): Max. 194 mph
Tough-Master®20 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.
Na16
12" ■ . ■ ■
w
` + 1 +
Figure 3. GlassMaster®30 &Tough-Master®20 4 Nail Pattern (Non-HVHZ only)
— 3fi:'
Tj 7 NaII-s
12;' 12'' 12" - I
Figure 4. GlassMaster®30 &Tough-Master®20 6 Nail Pattern
ATL13002.9 FL 16305-R9 Page 5 of 11
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.
0 CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, L.LC
ProLAMTm Architectural Basic Wind Speed (V It): 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.
4 2"
SINGLE Y4" SEALANT LINE PATTERN
1' LENGTH ON. 1" OFF
4••� 13
lYP
--------------------------------------------------------------- -- --- -- --- - --- -- --- -- - ----- -- ------------ -- -- --- -- ------ --- -- --- ------- - -------------------------------------------------------------------
�---VM---�---i---i-- - �- 1---AM---VM--i-- ---�- �- 0---�---�--VM--- 14
I I—
LI?"NAILING AREA
f f 11
I
Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only)
42"
SINGLE Y4. SEALANT LINE PATTERN
1" LENGTH ON. 1" OFF
_ ----------------------------------------------------------- --------- ------------------------------------------------------------------------------------------------------------------------------
i i---� -• i--�---�---�--Ar--am--am--�--W---�---i i 4
-
j 121 NAILING AREA
8
6
I
rf II �
Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattern
ATL13002.9 FL 16305-R9 Page 6 of 11
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.
0 CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, L.LC
Pinnacle®Pristine& Basic Wind Speed (V It): Max. 194 mph
StormMaster®Shake 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'A Nail
Pattern"or"6 Nail Pattern"detailed below.
42"
DOUBLE Ya" SEALANT LINE PATTERN
TOP: 1" LENGTH ON: 3" OFF
BOTTOM: 1' LENGTH ON: 1" OFF
13113
4" TYP
111 3
I ^
= — — e— — — I — =W— — —=W_ — S— — —=W— — — �—
LIZ"NAILING AREA
2 8
Figure 7. Pinnacle®Pristine and StormMaster®Shake 4 Nail Pattern (Non-HVHZ only)
42'
DOUBLE Ya" SEALANT LINE PATTERN
TOP: 1" LENGTH ON: 3" OFF
3070V: 1" LENGTH ON: 1" OFF
TYP
4
r 1
��— — —�— --__ I _—____—______________________________________________________—_—_
— �---�-- a --MII — —AIMIIIII---MIIIII---MIIIII---MIIII0---MIIIII-- —0W— — — —MIIIII— 14"
L11"NAILING AREA
21„ 87.,
2 8
6'
I
Figure 8. Pinnacle® Pristine and StormMaster®Shake 6 Nail Pattern
ATL13002.9 FL 16305-R9 Page 7 of 11
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.
0 CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, L.LC
StormMaster®Slate 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): 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 installation
instructions. Shingles shall be attached using either'A Nail
Pattern"or"6 Nail Pattern"detailed below.
9"
Figure 9. StormMaster®Slate 4 Nail Pattern
1"
* T
9"
Figure 10. StormMaster®Slate 6 Nail Pattern
ATL13002.9 FL 16305-R9 Page 8 of 11
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.
CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LL,C
Pro-Cut®Starter Strip Basic Wind Speed (VHit): 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.
36"
---------------------------------------------
12"
H pton
12 ga.1-1/2"ring shank nail
1" 10"------------ 2`1 � 1"
0
Figure 11. Pro-Cut®Starter Strip
ATL13002.9 FL 16305-R9 Page 9 of 11
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.
CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LL,C
Pro-Cut®Hip&Ridge Basic Wind Speed (V,,It): 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 Installed with 5-5/8 inch exposure in accordance with RAS
non-HVHZ): 115 (HVHZ only) and manufacturer's published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind.
S2ri
12 ga. 1-1/2' ring
shank nail
12r'
6"Li
j
I
I
Figure 12. Pro-Cut® Hip & Ridge
ATL13002.9 FL 16305-R9 Page 10 of 11
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.
0 CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
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 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, 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
,,,,�YI,R„A�-- 2020.08.2
��•GAP• . 9i�%
No 74021 6 14:2 6:4 3
jj� -04'00'
���• STATE OF � �
O R �N� Zachary R. Priest, P.E.
Florida S,ONA;0 Organization No.Registration No. 021 71
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
ATL13002.9 FL 16305-R9 Page 11 of 11
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.