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• FL# FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments Lai
Archived
t
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
i (417)624-6644 Ext 2305
t
kerrl_eden@tamko
Authorized Signature Kerrl Eden
kerri_eden@tamk. om ILE 19
Ow""'Opy
Technical Representative Kerri Eden
Address/Phone/Emall PO Box 1404
Joplin,MO 64802
(417.)624-6644 Ext 2305
kerrL-eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
13 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
G Validation Checklist-Hardcopy Received
lCertificate of Independence FL18355 R4 COI TBP15D01 4 2017 FBC Eva[Report Shinoles finai.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Equiv UL letter for standards for FBC 2017.odf
Sections from the Code
https://www.floridabuildi:g.org/pr/p:_app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code,Online rage L or z
Y
i
e
Product Approval Method, Method 1 Option D.
{
Date Submitted 09/25/2017
Date Validated 04/27/201.7 i
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products 1
,i
FL# Model Number or Name. Description {
"18355.1 —bass-Seal,'Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage,Heritage Premium, I
Heritage Woodgate,Heritage
Vintage,.Hip and Ridge,and
Vintage Hip'andRidge Shingles
Limits of Use Installation Instructions
Approved-for use in'HVHZ:Yes' FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles
Approved foruse outside.HMHZ:Yes final, d
Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL18355 R4 AE T131315001.4 2017 FBC Eval Report
Shingles final.odf
Created by Independent Third Party:Yes
!
I Back Mex
_ContactUs::2601,Blair Stone Road Tallahassee FL 32399 Phone:8511-487-1824
-7he,Stata of Florida isan ARMd employer.
ClInvrioht 2007-2013 State of Florida::i'PrivacY S_tate enc::Accessihility Statement:c Refund Statement
,i Under Florida law,email addresses are public records.'If you donot want your e-mail address released In response to a public-records request,do not send
'electronic mail to this entity.Instead,contact the office by phone or by traditional mail:If you have any questions,please contact 850.07.139S.*Pursuant to
! 'Section 455:275(1),Florida Statutes,effective,October 1,2012;licensees licensed onder'Cha'pter 455,F.S.must provide the Department with an email address if
' they have one:She emaiis provided'may be ued for used communication with the licensee.However emall'addresses are public record.If you do not wish to
supply a personal address,please provide the,Department with an email address which can be made available to the pybiic.To determineif you are a licensee under
Chapter 455,F.S.,please click ]Le-m.
Product Approval Accepts:
Ate.t: eCF.rci mac
j Credit Card
Safe
i
https://www:floridabuilding.org/pr/pr .app dtl.aspx7param=wGEVXQwtDquvosrHazGXQ:.. -1/3/2018
Certificate of Authorization Na.29824
CREEK 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE,6P EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
'220 West 4l"Street
'Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: 'Roofing
Subcategory: Asphalt Shingles
Code Sections:
1504.1-"1,1507.2.5, 1507.2.7.1, 1523.6;5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Enti Repoft.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 1905
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 b 6381 2008(2013)el
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2011
UL-LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC,(rST9628) 05NK28006 ASTM D 6381 2008(2013)e1
OL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
-UL LLC(TST9628) 08CAS9132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) IOCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016
UL LLC(TST9628) IINK14014 ASTM D 3161 2016,
ASTM D'3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2611
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANEI 1669) T131716001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page I 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.
REEK TAMKO BUILDING PRODUCTS
Asphalt Shingles i
TECHNICAL SERVICES,LLC
i
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 j
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462. j
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 j.
with ASTM D 3462. Shingles 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
- ,(Daiias,,.Fcederickf reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,PlillipsburgI& complying with ASTM.D 3462..
{Tiuscardosa) i
Heritage®Premium 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass 1
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying,with ASTM D 3462.
Tuscaloosa)
. i
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.
'i Hip and Ridge Shingles 1'2-1/4" 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, hipand ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
S
T13P15001.4 FL18355-R4 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
CREEK Asphalt Shingles
TF-CHNICAL SEFZVICIES,LLC
INSTALLATION
Elite Glass-Seal{ Basic Wind Speed(Vu„): Max. 194 mph
(Frederick,,Joplin& BasicWindSpeed(Vasd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBG.requirements;
& Solidly sheathed.min, 19/32 in. plywood or wood plank for
Glass-Seal
new construction; Min. 15/32 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.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
I shingles at slopes greater than 21:12.
Installation(HVHZ): In stalled wifth5--1/8 inch exposure in accordance with RAS
116 and manufacturer's published installation instructions.
Shingles shall be,attached using t Nail Pattem",detailed
below.
Installation. (Non-HVHZ): Installed with 5-1/8-inch exposure in-accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern'or"6 Nail Pattern"detailed below.
NAILS
Nailing
Area
5
Mate
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Paftern(Non-HVHZ only)
NAILS
..................... .......\. .............. —-----
g
Nallin ------------ 13-7/8"
Arty --------------------------
...... 15-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Paftern
TBP15001.4 FL18355-R4 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.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.
RE TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(Vqt): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vwr): 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.7116 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 manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-518.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
E)tPOSURE E-618"
12-11211-►h-- 12-3/8 1.2-1 I2`-
.i
Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE
FASTENERS
COMMON
BOND
EXPOSURE 5-6/8"
1=-►I �t-7-i12"►�4-7-112"-►� 7-318"-►�i-7-1/2"�71/2"-►� f 4-1"
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
i
TBP15001.4 FL18355-R4 Page 4 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:
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC G
NAIL ZONE/
ASTENERS COMMON BOND
i
6-118" ExpOSURE 5 5/8" 4
1" �7-1/2=1�f-7-112'�►�-7�/8`�/�-7-1/2�/�-7-112�#►� �.1,, 1
Figure 5. Heritage®Woodgate ;
6 Nail Pattern
i
Common Bond
;. FASTENERS
CD
0
Lu
S
39-3/8" I—
I Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern.
} PAINT
LINES
7-718" ___ — �_]-NAIL ZONE
___ EDGE OF
6=1/8." COMMON
BOND
EXPOSURE
ACCEPTABLE.
FASTENER LOCATION
DO NOT FASTEN
ALONG!EDGE OF
—_ COMMON BOND
PREFERRED
FASTENER
LOCATION
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
TBP15001.4 FL18355-R4 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.
DING PRODUCTS
CTAMKO BUIL
REEK Asphalt Shingles
TEcIINIC AL SERVICES,LLC
HeritageQD Premium Basic-Wind Speed(Vut): Max. 194 mph
(Frederick) Basic Wind Speed(V,,d): 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 s-heathed 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 manufacture'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 manufacturers published installation instructions.
Shingles shall be,attached using "S 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.
NAIL ZONE!
FASTENERS /COMMON BOND
E
12
Figure 8. Heritage@ Prerniurn(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERSCOMMON BOND
F V
T T
51/211 SURE 5'
It
Figure 4. Heritage@ Premium (Frederick)
6 Nail Pattern
TBP15001.4
FL1 8355-R4 Page 6 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
NO C R F.E K Asphalt Shingles
TECHNICAL.SERvii:F-s,LLC
Heritage®Woodgate Basic Wind Speed(Vut): Max 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(Non-OVHZ): In accordance with FBC requirements;
Solidly sheathed,min. 15132 in. plywood or wood plank for
new construction;Min.7/16 In.0S13 existing construction.
Urideflayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions.when installing
shingles at slopes greater than 21:19.
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 Pattem7 detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
T
EXPOSURE V
+
12-3/8'!
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONV
FASTENERS . 'COMMON BOND
t
511
5-112 EXPOSURE
� -v
Figure 11. Hdritage@Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7of11
This evaluation report is provided for State of Florida product approval under Rule 61-G20-3, The manufa cturer 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
sppcificallyjaddregsed herein.
DING PRODUCTS
CRETAMKO BUILDING Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®VintageS Basic Wind Speed(V,11): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Visd): '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, Refer�to
the manuf6cturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): 'Install'ed 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 manufacturers published installation
instructions. Shingles shall be attached using either"5 Nail
Pattem'or"6 Nail Pattern"detailed below.
4W
0 rJpm t rxpsura
�2 ,14d.Z.,
— — — —— — — --— — — — — —
17.W
Exposure
Figure 12. Heritage@ Vintage@
S'Nail Pattern (non-HVHZ only)
NoUh
r i Aii , i I
IWO",
T
zarm
Figure 13. Heritage@ Vintage
6 Nail Pattern
TBP15001.4 FI-18355-134 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.
TAMKO BUILDING PRODUCTS
ICREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(Vlt), Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(V,,,d): Max. 150 mph
Deck(HVH4: In accordance with FBC requirements;
Solidly she6thed 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. 15132 in. plywood or wood plank for
new construction; Min.7/16'iri.OSB existing construction.
.Underlayment: In accordanqe with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-118 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
A
Start—
6-1/8" exposure
here
*qqStar
here
Figure 1 exposure
V
stener Fastener
Figure 2 411 Figure 3
1/
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4 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
Technic-al 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 attributeA that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
VintageO Hip&Ridge, Basic Wind Speed(Vut): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vad): 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.0S13 existing construction.
Undedayment In accordance with
ith FBC requirements.
Min.slope: 2:12 and in.accord-bnce 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—
Start
here
Figure 1 exposure
Fastener Fastener
Figure 2 1 Figure.3
Figure 16. Vintage®Hip&Ridge(Phillipsbutg)
TBP15001.4 FL18355-R4 Page 10 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.
DING PRODUCTS
MICTAMKO BUILDING Asphalt Shingles
TECHNICAL SERVICES,LLC
Limiwms
I) 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.
The mean roof height shall be restricted to a maximum 33 ft in the WHZ.
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 manufacturers
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,dh Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
%% R.
%
%% X\�
E N 2017.09.25
•No 74021
11 :31 Al
-04'00'
STATE OF J -
'K., Al
0 Zachary R.Priest, P.E.
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Florida RegNo.74
Organization Noistration.ANE1 166902 1
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
TBP15001.4 FL18355-R4 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 riot
specifically addressed herein.