2 creek certificate of authorization no. 29824...certificate of authorization no. 29824 17520...
TRANSCRIPT
2 CREEK TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing:
Quality Assurance:
SCOPE
Category:
Subcategory:Code Sections:
Properties:
REFERENCES
GLOBAL INNOVATION, LLC
496 SW Ring Court
Lake City, FL 32025
(877) 784-2824www.endureed.com
Lake City, FL
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 5H EDITION (2014)
PRI Construction Materials Technologies (QUA9110)
Issued September 26, 2016
Roofing
Roofing Accessories that are an Integral Part of the Roofing System1504.3.1
Wind Resistance
Entitv
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
TrinityIERD
PRODUCT DESCRIPTION
Endureed - Regions
Profile:
Description:Material:
:
Report No.
CCR-008-02-01
CCR-009-02-01A
CCR-009-02-01 B
CCR-010-02-01A
CCR-010-02-01 B
CCR-011-02-01
CCR-012-02-01
S35000.12.10-R16
Standard
ASTM D 3161
TAS 107
UL 1897
UL 1897
TAS 100
TAS 100
ASTM 3161
TAS 107
ASTM D 3462
ASTM D 882
ASTM D 6163
Year
2009
1995
2004
2004
1995
1995
2009
1995
2009
2012
2000(2008)
Synthetic thatch shingle;
42 in. width x 14 to 15 in. tall, 6.5 to 8 in. headlap; Panels abutted end-to-end
PVC reeds bound by 23 ga. grade 304 stainless steel binder strip
Sol STAINLESS STEEL
5/32· ATTAC#*ENT HOLES n BII[PER
304 STAINLESS STm- BINDER 1 , 504 STAINLESS STEELi'*1/4· LOCKINS STRIP </:4 4..1111]- 111111
PVC REEM 1
1 1-, '
MCIESS J
FL21047GIE16001 Page 1 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnical 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 notspecifically addressed herein.
Z CREEKTECHNICAL SERVICES, LLC
Endureed - Viva
Profile:
Description:Material:
0
a
1-*
\
\
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LIMITATIONS
1.
2.
3.
4.
5.
6.
Synthetic thatch shingle
36 in. width x 27-25 in. tall, 7.5 in. headlap; Minimum 2.5 in. side lap;
Synthetic palm thatch comprised of composite HDPE
36"
Field Shingle
1 lili 1 -]
End yielD
\
=
rC.1
GLOBAL INNOVATION LLC
Endureed
Fastner Location
WDPE Shingle.043" Nom. Thickness (+/-.003)
Fire classification is not within the scope of this evaluation.The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loadsestablished for components and cladding and in accordance with FBC requirements.The roof system shall not be installed over an existing roof.Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer'spublished application instructions. Where discrepancies exist between these sources, the more restrictiveand FBC compliant installation detail shall prevail.Quality Assurance for SOPREMA modified bituminous roofing products is provided under FL3915.All products listed in this report shall be manufactured under a quality assurance program in compliance withRule 61 G20-3.
GIE16001 FL21047 Page 2 of 5
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 notspecifically addressed herein.
Roof Deck:
B
C
D
-CREEK-U TECHNICAL SERVICES, LLC
APPROVED ASSEMBLIES
System 1 - Endureed - Regions
Slope: 2:12 or greater
Roof Covering:
Surfacing:
B
C
D
B
C
D
Maximum DesignPressures:
Exposure
Notes:
120
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
30 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
30 ft
15 ft
60 ft
20 ft
NA
GLOBAL INNOVATION LLC
Endureed
Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction atmax. 24 in. span; Designed by others in accordance with FBC requirements.
SOPREMA Elastophene Stick HR FR GR shall be applied direct to plywood deck inaccordance with the manufacturer's installation instructions.
Endureed "Region" synthetic thatch shingles shall be installed by fastening with four (4) toseven (7) 11 ga. x 1.75 in. stainless steel ring shank roofing nails per panel. The nailsshall be placed in the predrilled holes at either end of each binder and spaced between theend nails as evenly as possible.
-82.5 psfPressure calculated using 2:1 margin of safety per 1504.9
Maximum Mean Roof Heights for Gable/Hip RoofsSlopes 2:12-6.1:12
9Basic Wind Speed (mph)130 140 150 160 170
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
Zone 1 - Field
60 ft 60 ft
60 ft 60 ft
60 ft 60 ft
Zone 2 - Perimeter
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
Zone 3 -
60 ft
30 R
Corner
60 ft
15 ft
180 190
60 ft 60 ft 60 ft 40 ft 30 ft NA
60 ft 60 ft 60 ft NA NA NA
60 ft 60 ft 30 ft NA NA NA NA NA
1) Exposure category for the structure location shall be as defined in the Florida Building Code2) Limitations are based on the exposed area of 10ff or less3) Topographic factors such as escarpments or hills are not included in the above assessment4) Applicable for Enclosed Buildings without overhangs
5) NA = "Not Allowed"6) %4 = 0.857) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional
8) See page 5 for details for dimensions and locales of Zone 1, 2, and 39) Vult is shown in the above table. Design pressures are calculated using Vasd = Vu,NO.6 per 1609.3.1.10) For Hip roofs between 2:12 and 5.6:12, Zone 3 shall be treated as Zone 2.
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
200
50 ft
NA
NA
NA
NA
NA
GIE16001 FL21047 Page 3 of 5
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 notspecifically addressed herein.
Notes:
B
C
D
-CREEK-U TECHNICAL SERVICES, LLC
System 2
Slope:
Roof Deck:
Roof Covering:
Surfacing
Maximum DesignPressures:
B
C
D
B
C
D
Exposure
Endureed - Viva
120
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
2:12 or greater
60 ft
25 ft
NA
60 ft
60 ft
60 ft
50 ft
NA
NA
60 ft
60 ft
60 ft
40 ft
NA
NA
GLOBAL INNOVATION LLC
Endureed
Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction atmax. 24 in. span; Designed by others in accordance with FBC requirements.
SOPREMA Elastophene Stick HR FR GR shall be applied direct to plywood deck inaccordance with the manufacturer's installation instructions.
Endureed "Viva" synthetic thatch shingles shall be installed by fastening with seven (7) 11ga. x 1.25 in. stainless steel ring shank roofing nails per panel. The nails shall be placedin the premolded nail locations.
-67.5 psfPressure calculated using 2:1 margin of safety per 1504.9
· Maximum Mean Roof Heights for Gable/Hip Roofs cSlopes 2:12-6.1:12
9Basic Wind Speed (mph)130 140 150 160 170 180
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
Zone 1 - Field
60 ft 60 ft
60 ft 60 ft
60 ft 60 ft
Zone 2 - Perimeter
60 ft 60 ft
60 ft 40 ft
40 ft 15 ft
Zone 3 - Corner
190
60 ft 60 ft 60 ft 50 ft 30 ft NA NA NA
60 ft 50 ft 25 ft NA NA NA NA NA
50 ft 20 ft NA NA NA NA NA NA
1) Exposure category for the structure location shall be as defined in the Florida Building Code2) Limitations are based on the exposed area of 100 or less3) Topographic factors such as escarpments or hills are not included in the above assessment4) Applicable for Enclosed Buildings without overhangs
5) NA = "Not Allowed" 6) K,i = 0.857) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional
8) See page 5 for details for dimensions and locales of Zone 1, 2, and 39) Vuit is shown in the above table. Design pressures are calculated using Vasd = VuiNO.6 per 1609.3.1.10) For Hip roofs between 2:12 and 5.6:12, Zone 3 shall be treated as Zone 2.
60 ft
60 ft
60 ft
200
NA
NA
NA
60 ft
60 ft
30 ft
NA
NA
NA
GIE16001 FL21047 Page 4 of 5
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 notspecifically addressed herein.
ZGable
a
CREEKTECHNICAL SERVICES, LLC
3
3
2
2
2
1
a
3
2
3
a a
a
a
Hip
43
2
Ial
1 2
2
Ial
a
a
GLOBAL INNOVATION LLC
Endureed
Zones 1,2, and 3 shall be defined as shown above. Dimension "a" shall be 10% of the least horizontal dimension or
(0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3ft.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode, 0 Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
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CERTIFICATION OF INDEPENDENCE
2016.09.26. .' Se rvice
6-&- 15:04:36-04'00'
Zachary R. Priest, P.E.Florida Registration No. 74021Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributingproducts under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products underthis evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing productsunder 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
GIE16001 FL21047 Page 5 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnical 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 notspecifically addressed herein.