HomeMy WebLinkAboutProduct Approval 12130/2016 Florida Building Code Online
',t{ REC E�'r� .CMN
BCIS Home 1 Login User Registration Hot Topics f Submit Surcharge 1 Stats&.Facts Publications f FBC Staff I BCIS Site Map ! Links Search `t
b0,1,1
d,
Product Approval
USER;Public User
} Product Approval Menu>Product or Applicabon Search>Application List>Application Detail
(
I FL# FL18355-R2
Lr _._.._
-' Application Type Revision
Code VersionFI 2014
Application Status L 110
r i
Comments
Archived
Product Manufacturer. TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802 3r
(417)624-6644 Ext 2305
k erri_e den@ta m ko.co m
Authorized Signature Kerri Eden
kerr eden@tamko.com
Technical Representative
Address/Phone/Email
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 Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke.Bowden
Validation Checklist-Hardcopy Received
i;
Certificate of Independence FL183SS R2 COI TBP15001 2 FBC 2014 Product Evaluation Reoort
Shinoles.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
Equivalence of Product Standards
Certified By
Sections from the Code,
httpsl/www.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXQwtDgwosrHazGXQW83NIPT3uofK%2fwzvJgeSATGIJHAHmKgOw%3d%3d 112
. ; Certificate of Authorization No.29824
L; KIEEK
17520 Edinburgh Dr
.; ,• Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 8T"EDITION(2014)
Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14, 2015
220 West 4'"Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
i
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507:2.5, 1501.2.7.1,1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Enti Report No.: Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02=01 TAS 100 1995
PRI Constriction Materials Technologies(TST5878) TAP-051-02-01 ! TAS 100 199.5
OR[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 Technologles(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 1.995
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 400 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 ITAS.100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02761 Rev;2 TAS 100.. ,. 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 i' ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161. 2009
UL LLC(TST9628) 04NK24366 i ASTM D 3462 2009
UL LLC(TST9628) 05NK28005 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 3462 2069
UL LLC(TST9628) 08CA59192 ASTM D 3161 2009
UL LLC(TST9628) 09NK67896 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 10CA50498 ASTM D 3462 2009
UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2009
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 12CA24551 ASTM D 3161 2009
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2009
UL LLC(TST9628) 4787148748 ASTM D 7158 2008d
ASTM D 3161 2009
ASTM D 3462 2009
T13P15001.2 FL18355-R2 Pagel 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
CREEKF'i 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. Shingles shall be used in the non-HVHZ oniv.
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" z 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.21462.
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 407,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 1371/4" x 39-3/8", ASTM D.316.1, 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.
T8015001.2 FL18355-R2 Page 2 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,
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V.1t): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasa): 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. 15132 in. plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7116 in.OSB existing construction.
Underlayment: In accordance with FBG 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 T Nail Pattern"detailed below.
NAILS
—ire
Nailing ? 6-718"
r -- --.n=uz �....��- .n
-
5-118"
Blatt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
Nailing - -- ...-. ...._......_.....__....._........ _..>.__....._......_ 6.718°
jl�m
5.118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattem
TBP15001.2 FL16355-R2 Page 3 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 duratlon 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.
Bi
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(V"it): Max 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Va,d): Max. 150 mph
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) Undedayment: 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
I-
COMMON
BOND
6-1/8" EXPOSURE 6-6/8"
1" �-- 12-1/2" 12-3/8" 12-112"-� r--111
Figure 3. Heritage®,Heritage®Premium,and Heritage®Wood(gate (Dallas)
4 Nail Pattern.(non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1� EXPOSURE 3-�vf8"
1' �-7-1/2'L+-7-1/2"-+- 7218"�-7-1/2"-►h-7-1/2"� 1*--1"
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP15001.2 FL16355-R2 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.
TAIVIKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONE/
STENERS;p COMMON BOND
EXPOSURE 5 5/8"
11A �l7-li2+7.1/2'4�7U+.1/2+7.112� �-1°
Figure 5. Heritage®Woodgate
6 Nail Pattern '
1-12-1/2"
Common Bond
FASTENERS
chN'N5
T
397318" ►
Figure 6. Heritage%Heritage®Prernium,&Heritage®Wbodgate
Alternate 6 Nail Pattern
PAINT
LINE
ZONE
---EDGE OF
COMMON
BOND
AL
EXPOSURE
6 5/8q
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Na.H pafferns from Figures 3, 4,and 6 may be placed in the nail zone as described above
TBP15001.2 FL18355-R2 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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.
4CREEKTAMKO BUILDING PRODUCTS
1i- Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Premium Basic Wind Speed(V,,,,): Max 194 mph
(Frederick) Basic Wind Speed(V.A): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 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.7116 in.OSB existing construction.
Undedayment 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"4 Nail
Pattern"or"6 Nail Pattern'detailed below.
NAILZONE/
FASTENERS /COMMON BOND
5112" EOSU:RE 5"
1" ►� �- 11" 12" -�► 11 �1"
Figure 8. Heritage®Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE!
FASTENERS COMMON BOND
51/2" EXPO RE 5"
9---+4 91/2u .� I4-1"
Figure 9. Heritage®Premium(Frederick)
6 Nail Pattern
TBP15001.2 FI-16355-R2 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
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(V„u): Max 194 mph
(Frederick) Basic Wind Speed(V.,d): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction;Min.7116 in.OSB existing construction.
Undedayment: 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 (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" EXPOSURE V.
1'—� h- 11" —►`s-12-3/S'r--�- 11" --►` �-.1„
Figure 10. Heritages Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERCOMMON BOND
S
T T
EXPOSURE 5"
1"--q �- 9-112"-► 3'i►�-9�/a"�-►�3' -9-112°—►� �-1°
Figure 11. Heritage@ Woodgate(Frederick)
6 Nail Pattern
TBP15001.2. FL18355-R2 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 81 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.
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
L TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(V„ii): Max 194 mph
(Phillipsburg) Basic Wind Speed(V&,a): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 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. 15132 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Undedayment: 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.
4(P. r
y
Nbtch
B
rbo�n
6" F2mims
�r3ore
X11
- --i-= - - -
.
v
-Figure 12. Heritage®Vintageg
5 Nail Pattern(non-HVHZ only)
F�1la
6° Na
Ipre
F17-112'
s
i•
=Fj Ep—
t 7 3W-
. F�1P—s{•� �74��7fEf
Figure 13. Heritage®Vintage'
6 Nail Pattern
TBP15001.2 FL18355-R2 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.
,. : TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(Vu„): Max.194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min) 19132 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.
Undedayment: 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 manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-1/8” exposure
here-
� II
Start
Figure 1 here 54/8"exposure
5''11®++1 ••• ��t. �;� ,•�
' Fastener Fastener
5.5
Figure 2 Ore Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.2 FL18355-112 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 product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
1 TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(Vut): Max 194 mph
(Phillipsburg) Basic Wind Speed(V.,d): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 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. 15132 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 manufacturers published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
i
Start 5" exposure
here—
Fn]
ere- �
' 'I
Start
here
Figure 1 5" exposure
1"
FastenerFastener
r �5-1/2" r''-5-1/2"
Figure 2 1/4 Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.2 FL18355-R2 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 81G20-3. 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 TAMKO BUILDING aPRODUCTS
lt 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 33-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 61G20-3.
COMPLIANCE STATEMENT
The.products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5th Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
��ltuulal�, .
`, G`�.. . R. pR�,,,,, 2015.12.14
1 No 7402.1
13.44.19
-051001
:p'.. STATE OF
A,4 O P,:���� Zachary R. Priest,P.E.
',ids► 0 R �.` Florida Registration No.74021
&/OOrganization Organization No.ANE9641
���11i111111��`
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
TBP15001.2 FI-18355-R2 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.