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CREEK Certificate of Authorization No.29824
17520 Edinburgh Dr
Tampa,I'L 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6""EDITION(2014)
' I
Manufacturer: TAMKO BUILDING PRODUCTS Issued May 9, 2017
220 West 4"'Street
Joplin, MO 64801 /
(417)624-6644 1 d-7Dq-* O39p
ST.LUCIE'C0LNW BuH—nT—NC DMSION
EV
Manufacturing Plants: Joplin, MO RIEWED FOR C n-CIF,
Phillipsburg, KS REVIE WED B '
Frederick, MD
DATEDaas,TX
I
Tuscaloosa,AL PLANS AND PF- MI MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
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
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 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)ei
PRI Construction
ME TechnologiesST§ 7 8•�jAC`i�TAjjj�17-02-01 TAS 100 1995
ULLLC(TST9628)C®NCE4L ®c1-1E� 2R9507 ASTM D 3161 2009
UL LLC(TST9628) 04NK24366 ASTM D 3462 2009
UL LLC(TST9628) ARE Ta,E REAP®N§9QIE0�®F i 05NK28006 ASTM D 6381 2008(2013)e1
CONTRACTOR OF RECORD UL 2390
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 08CA59132 ASTM D 3161 2009
UL LLC(TST9628) 09NK07896 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2009
UL LLC(TST9628) 10CA64882 ASTM D 3161 2009
UL LLC(TST9628) THESE PLANS AND ALL PROPOSE ASTM
ASTM D 3161 2009
UL LLC TST9628 ARE SUBJECT TO ANY CORRECTI ASTM D 3462 2009
(TST9628) 4551 ASTM D 3161 2009
UL LLC(TST9628) REQUIRED BY FIELD INSPECTORS.T 10543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) h4AY BE NECESSARY IN ORDER TC4787043752 ASTM D 3161 2009
UL LLC(TST9628) COh1PLY WITH ALL APPLICABLE C090*48748 ASTM D 7158 2008d
ASTM D 3161 2009
ASTM D 3462 2009
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.3 FL18355-R3 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;pro ✓ • V Copy
specifically addressed herein.
DEEK TAMKO BUILDING PRODUCTS
[� Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal " .12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick&-. - asphalt shingle with.fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal: ,` 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) Mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shirigles shall be used in the non-HVHZ onlV.
Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F:fiberglass;reinforced,'hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with,ASTM D'3462.
Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.3 FL18355-R3 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.
i
CREEKIJ TAMKO BUILDING PRODUCTS
j"� n Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V„1t): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 iin. plywood existing
(Frederick,Joplin (Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywi od or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC re uirements. Refer to
P q
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 "61 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's I published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
Nailing .... ._._...._.. - --------------------------------------------------------------------------- ®_ 16-7
Area - - - -
5-118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Nalllin9 -- -
- ---------------- ----------<.-- - &701
Area - - - --- ---- -------
-- -- - -
5=118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.3 FL18355-R3 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 fogy 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.
1
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(V„ii): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed (Vasd): Max. 150 mph
DOM
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction; Min.7/16 in.OSB existing construction.
(Dallas&Frederick) 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.
FASTENERS NAIL ZON E
COMMON
BOND
6-118" FF-XPSURE 6-618"
k-
1" 12-11211 12-31811 -►� 12-112'"- h--1"
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1� EXPOSURE 5-6J8"
1"—►I �7-1J2'�►�1--7-1J2"�- 7�J8"��-7-1/2"�-7-1J2"-►I �i"
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP15001.3 FL18355-R3 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.
TAMK I BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
NAILZONE/
S7.ENERS'
COMMON.:60ND°
=118" E,E URE 5 5-
Figure 5. Heritage®Woodgate
6 Nail Pattern
I
-►l1"�1��--12-1/2"--r� i�--12-1/2"
i i i i i i
Common Bond
FASTENERS
co
L 7
i 1
39-3/8"
Figure 6. Heritage®, Heritage®Premium, 8 Heritage®Woodgate
Alternate 6 Nail Pattern
LINE
NAI L ZONf`
�:�E.DGE:OF
1 COMMON':
BOND:,`
_ EXP03URE
b;518":�
ACCEPTABLE,,:
FASTENER LOCATION:
D.O::NOT. N.FASTE
:Q NGEDGE':OF
--- - COMMON BOND
iPREFERRED
FASTENER:
LO.CATI O.I
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.3 FL18355-R3 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 prof uct attributes that are not
specifically addressed herein.
CDEEK TAMKO BUILDING PRODUCTS
j� Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed(V„it): Max. 194 mph
(Frederick) Basic Wind Speed(Vard): 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB 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'A Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE[
FASTENERS COMMON BOND
51/2" EOSUR
E 5"
1"--►I 11"-►�- 12" -►�11"-� k-1"
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
- T
$1/2" E ] EXPOSURE 5"
1 tt�l I.—�1�tt t gtt�,3tt g1/2�� I�--1 tt
�'I f Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.3 FL18355-R3 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.
` TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(V„ii): Max. 194 mph
(Frederick) Basic Wind Speed(V.sd): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
' new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC re uirements. Refer to
P q
the manufacturer's application instructions when installing
shingles at slopes greater than 21:121.
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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
5-112" /T
EXPOSURE Y
L.J1
1'LA 1111 12-3/8"---111411— 11" -- �-1"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE!
FASTENERS COMMON BONG
t
EXPOSURE Y
1"'--� �"' 9-112"-�3'I►�-9�?18"-�3'�9-1/2°-� �1"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.3 FL18355-R3 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 protluct attributes that are not
specifically addressed herein.
CDEEK TAMKO BUILDING PRODUCTS
j� Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(V it): Max. 194 mph
(Phillipsburg) 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB 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.
40P
Y Jg—t Exposure
N FA. Z Notch
6„ Fasteners Nail
- - — — — — - -
17-1@"
5"
Exposure
}
.7r 7
—143I6•� �-163J6•�
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
Flo"
+Noma
TT wwMa
6' �R Nii
— — — Zone
17-1/2'
7F grnr
Figure 13. Heritage®Vintage
6 Nail Pattern
TBP15001.3 FL18355-R3 Page 8 of 11
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.
u
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(V it): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasa): 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB 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
Star � IIt 5-1/8" exposure
Start
Figure 1 here 5-1/8"exposure
Illy lip
Fastener
Fastener Ir .
Figure 2 Figure 3
Figure 14. Hip & Ridge (Frederick&Joplin)
TBP15001.3 FL18355-R3 I Page 9 of 11
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 pro,iiuct attributes that are not
specifically addressed herein.
i
CDEEK TAMKO BUILDING PRODUCTS
j� Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed (V„„): Max. 194 mph
(Phillipsburg) Basic Wind Speed (V.sd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for 4.
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in.OSB 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
Start 5" exposure
here
In-]
Start
here 5" exposure
Figure 1
`'``} Fastener ,��I Fastener
r -5-1/2" r w-5-1/211
Figure 2 ��4�� Figure 3
Figure 15. Vintage®Hip & Ridge(Phillipsburg)
TBP15001.3 FL18355-R3 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.
CREEK TAMK i BUILDING PRODUCTS
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 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 5`h Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
♦♦,`��t�a���f�,��i
♦ Y R.
•�` G?•'c'E N
No 74021 2017.05.09
.� 15:06:10
3 STATE OF :�l(�` _04'00'
*I.O� •:c< O R O `�:�� Zachary R. Priest, P.E.
�� SS, •''���♦ Florida Registration No.74021
��fi,'ONA1-�♦♦♦ Organization No.ANE11669
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
TBP15001.3 FL18355-R3 Page 11 of 11
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.
��TRITLYI ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description POO Page
1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
IA-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
16 Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
_ 1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover U. 6
1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,—Bonded-Roof-Cover — 6—
lE-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover Z 7
1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 8
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover P 8
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14
3A-2 Concrete New or Reroof(Tear-Off) A-1 Banded Temporary Roof,Bonded Insulation,Bonded Roof Cover 15
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-20
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23
5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 23
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 25
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 27
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢ Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board that meets the OA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roo er.
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report A429 .10.12-111 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27
TRINITY I ERD
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ HA(HA): Full coverage at 25-30 Ibs/square.
➢ Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢ OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
7= Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢ OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢ OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II)
➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and 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 RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted.
10. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,LLC.d/b/a Trinity)ERD_ Evaluation Report A42970.10.12-111 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Pi epared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 27
TRINITY I ERD
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:TRI-BUILT ROOF COVERS
Reference Layer Material Application
BP-AA Base FBC Approved ASTM D4601,Type II
HA at 20-40 Ibs/square
-(Base-and-Ply sheets,-Asphalt-Applied)— Ply--FBC-Approved-ASTM-D2178,Type.IV--or-Vl
SBS-AA
Cap TriBuilt SBS Granular HA at 20-40 Ibs/square
(SBS,Asphalt-Applied)
SBS-TA Cap TriBuilt SBS Granular Torch-Applied
(SBS,Torch-Applied)
SBS-SA Base TriBuilt SA SBS Base
- - --- - - -- Self-Adhering --- - -
(SBS,Self-Adhering) Cap TriBuilt SA SBS Cap
APP-TA Base or Ply TriBuilt APP Smooth
Torch-Applied
(APP,Torch-Applied) Cap TriBuilt APP Smooth,TriBuilt APP Granular
APP-SA
Cap TriBuilt SA APP Cap Self-Adhering
(APP,Self-Adhering)
15. The following represent priming requirements for gypsum-based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field-primed with ASTM D41 primer prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
➢ SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
16. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity[ERD Evaluation Report A42970.10.12-111 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166' Appendix 1,Page 3 of 27
,l
f
Q`TRINITYIERD
TABLE lE-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Note 1) Base Sheet Roof Cover MDP
No. Base Fasteners Attach Ply Cap (psf)
Polyglass Elastobase,Polyglass Elastobase
Min.19/32-inch OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or
Poly,Polyglass G2 Base,CertainTeed SBS-AA,SBS-
W-1 plywood at max. Glasbase,Firestone MB Base,JM Perma- Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,staggered more BP-AA or TA APP-TA -52.5
24-inch spans Ply 28,Tamko Glass Base or GAFGLAS#75 or TruFast MP-3 with TruFast HD center rows APP-TA
-�
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP-
" Polyglass Elastobase or Polyglass Dekfast Hex with_Dekfast#14 or TruFast MP- One or more SBS- *
cen
W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD in two,equally spaced,staggered SA SA,SBS-TA or 52.5
24-inch spans center rows APP-TA
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or
Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with SBS-AA,SBS-
W-3 plywood at max. Elastobase Poly Roofgrip#12 O.C.in two,equally spaced,staggered more BP-AA or TA,APP-TA -60.0
24-inch spans center rows APP-TA
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP-
Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with One or more SBS-
W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip#12 o.c.in two,equally spaced,staggered SA SA,SBS-TA or -60.0*
24-inch spans center rows APP-TA
TABLE IF:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Primer Roof Cover MOP
No. Joint Treatment Base Ply Cap (psf)
Min.15/32-inch plywood (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA
W 5 at max.24-inch spans (Optional)ASTM D41 None SBS-SA APP-TA or APP-TA 90.0
S W-6 Min.15/32-inch plywood Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA 97.5
at max.24-inch spans (Optional)ASTM D41 SBS Base,rolled into place to create continuous bond. APP-TA or APP-TA
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report A42970.10.12-111 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 27