HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2
Oxci
Fla:,.
EMS Home tog In i User,Re91stration- Hot Topics i Submit Surcharge Stats&Facts Pubgrations i FBC Staff i SCIS Site Map tints i Search i
i
Florida ;
a
aammli)Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Aooriwtion List>Application Detail
FL# FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved RECEIVED
Comments, JAN ® 7 2019
Archived ❑
ST. Lucie County, Permitting
Product Manufacturer TAMKO Building Products,Inc.
Address/PhoneJEmail PO Box 1404
Joplin,MO 64802
j (417)624-6644 'Ext 2305
kerri—eden@tamko.com
Authorized Signature Kerri Eden
kerrl—eden@tamko.com
coo` py
Technical Representative Kerri Eden
Address/Phone/Email PO Box
14
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_ede n @ to m ko.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
❑ 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
Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shinoles final.pd
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
FL183SS R4 Eouiv UL letter for standards for FBC 2017.pdf
Sections from the Code
haps://www.floridabuilding.prg/pr/pr_app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code Online Page 2 of 2
Product Approval Method. Method 1 Option D
-bate Submitted 09j25/2017
Date validated 09/27/2017
Data Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summa ry of 113�oducts
FL V Model,Number or Name Description
1835.5.1 .Glziss-Seal,Elite Glass-Seal, ASTM D3462 asphalt.shingles and filp and ridge shingles
Heritage,Heritage Premium,
HerltagdWoodgate,' Heritage
Vintage,Hip,and Ridge,and
Vintage Hip and Ridge Shingles
Limits of Ugei Installation Instructions
Approved for use In HVHZ:Yes, FL18355 R4 TI TBP1 5001.4 2017 FBC Eval Report Shingles-
Approved for use,outside HVHZ.Yes final. df
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 T8P15001.4 2017 FBC Eval Reoort
Shingles final.pd
Created by Independent bird Party:Yes
F.zick Pe.tj
Contact Us::2601.81aiiStone Road.Tallahassee FL 32399 Phone:650-487-182
The State of Florida is an AAtEEO employer.Coparlight 2001-2013 State of Florida.::Privacy Statement -.;Accrwitigity spiteme Refund Statement
Under Florida law,email addresses are public records.If you do not Want your e-mall'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 mill.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emalls provided may be used for official,communication with the licensee.However email 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 public.To determineif you are a licensee under
Chapter 455,F.S.,please cildc here.
Product Approval Accepts.
Credit Card
Safe
https://www.floridabuild*mg'-org/pr/pk_app__4tl-aspx?param=wGE-VXQwtDquvosrHazGXQ .. 1/3/2018
Certificate of Authorization No.29824
EK 17520 Edinburgh Dr
CRE
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,e EDITION(2017)
Manufacturer: TAMIKO BUILDING PRODUCTS Issued Septerriber 25, 2017
'220 West.4"'Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants, Joplin,MO
Phillipsburg,I<S
Frederick, MID
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 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(TSTS878) 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-130-02-61 TAS 100 1995
PRI ConstrucUon-Materiais 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 aterials Technologies(TST5878) TAP-30'7-02-01-02-01 TAS100 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)e1
PRI Construction Materials Technologies(TST5878) TAP-311-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM 0 3462 2010A
UL LLC(TST9628) 05NK280106 ASTM D 6381 2008(2013)el
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) I0CA50498 ASTM D 3462 2010A
UL LLC(17ST9628) I0CA64682 ASTM D 3161 2016
UL LLC(TST9628) IINK14014 ASTM D 3161 2016
ASTM 0 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)el
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 31,61 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANEI 1669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shallnotifyCREEK'
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
Asphalt$hingles t
TECHNICAL SERVICES,LLC, I.
PRODUCT DESCRIPTION
Elite Glass 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. i
Glass-Seal 12-1/4"x.36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 84ab
(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 only. !
a_ Heritage® 13-1/4" x 39-3/8 ASTM D 3161, Class F rand ASTM D 7158, Class H fiberglass
.(6allhs,,Ft.6d6 iekf.. reinforced, laminated architectural asphalt shingle surfaced with mineral granules
"Jopiins Millipsburg.8A complying with ASTM D 3462.
7`uscal'oosa)
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 13-114" 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.
a 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.
r ,
�I
'E
TBP15001.4 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
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal@ Basic Wind Speed(Vlt): 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 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
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 T 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"6 Nail Pattern"detailed below.
NAILS.
Nailing%_ --.!....... .................
----------------- 6-70
Area
Figure 1. Elite Glass-Seal'&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
91 B-7/811
Nailing T, ------ ......... -------
. .................. ........... ......R........................
Area5-1/8
But Edge
Figure 2. Elite Glass-Seal A Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the-duration for which this report is valid.
This evaluation report does,not express nor imply warranty,installation,recommended use,or-other product attributes that are not
specifically pect ically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
t
I ECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(Vut): Max. 194 mph
(Dallas, Frederick,-Joplin, Basic Wind Speed(Vasa): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; i
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing !,
(Dallas, Frederick. construction. i
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 5-518 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 ZONE
COMMON
i
BOND
I
-11$" EXPOSURE 6-618"
1 12-112"-► - 12-318" 12-112'
Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1�/►8" EXPOSURE 5-518"
1—►f �7-112�7-1 J2 � 7-3J8'�f-7-1/2-►�-7112'-►� �--
Figure 4. Heritage.®&Heritage®Premium
6 Nail Pattern
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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
T&CHNICAL SrRvices,LLC
NAIL ZONF1
tSTENEIRS;P - ,•—�— COMMON BOND
6-118"
06u RE 5 518"
1 t
1° 1*;7-1/2'+7-'U2'+7-3/8+-1/2+7-1/241 �—V }
f
Figure 5. Heritage@ Woodgate
6 Nail Pattern
12-112" -
FASTENERS e 0 Common BonCQ d
•t m =
v
c
j Figure 6. Heritage@,Heritage@ Premium,&Heritage@ Woodgate
i Alternate 6 Nail Pattern
PAINT
LINE
T=718" INAIL.ZONE
6-1 $" --EDGE OF
COMMON
BOND
EXPOSURE
• �a-5I8". - .
ACCEPTABLE.
FASTENER LOCATION
DO NOT FASTEN
ALONG*EDGE OF.
COMMON BOND
-PREFERRED
.FASTENER
LOCATION
Figure 7. Heritage@(Tuscaloosa)
Expanded Nall Zone
Nail patterns from Figures 3,4,and 6 may be placed in the nail zone as described above
TBP15001 A 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.
TAMKO BUILDING PRODUCTS
CREEK- Asphalt Shingles
i
TF-CHNICAL SERvicEs,LLC: f
Heritage(Premium Basic Wind Speed(V,,,): Max..194 mph
(Frederick) 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 FBO 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,FBG requirements.
Min.slope: 2:12 and in accordance with FB'C 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 T 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'4 Nail
Pattern"or 46 Nall Pattern"detailed below.
NAIL ZONEt
FASTENERS=��.. //b6MMON BOND
P0URE
-9
IL-� 1 it 1211r---11 if
Figure 8. Heritage@)Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
T-
61/211 EICPQSE 5"
T
L
91--+3+91/21L-�
Figure 9. Heritageo Premium (Frederick)
6 Nail Pattern
TBP16001..4 FL1 8855-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 thait are not
specifically addressed-herein.
TAMKO BUILDING PRODUCTS
C R E E K Aiphalt Shingles
TECHNICAL.SERVICES,LLC
HeritagpO Woodgate Basic Wind Speed(Vdt):. Max. 194 mph
(Frederick) Basic.Wind Speed(Vasil): Max. 1'50 mph
Deck(Non-HV.HZ): In accordance with FBC requirements;-
Solidly sheathed min. 15132 in.'plywo6d or wood plank for
new.construction;Min.7/16 in.OSB existing construction.
Unddrlayment: 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 21:12.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturers published installation
instruction's. Shingles shall be attached using either 44 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE)
MON BONDAf
FASTENERS
T
EXPOSURE W
lilt 12-3/8" lilt
Figure 10. Heritage@ Woodgate(Frederick)
4'Nall Pattern(non-HVHZ only)
NAfLZONFJ
COMMON BOND
FASTENERS;
- EXPOSURE T
VI
Figure 11. Heritage@ Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7ofll
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
TF-cHNICAL_SERvims,LLC I
Heritage@VintageO Basic Wind Speed(V„a): Max, 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 1.50 mph t
Deck(HVHZ): in:accordance with FBC requirements;
Solidly sheathed min. 19/32 im plywood or wood plank for
new construction; Min. 15%32 in. plywood existing
construction.,
Deck(Non-HVHZ): In accordance with FBC requirements; j
Solidly sheathed min. 15/32 in. plywood or wood plank for I
new construction; Min.7/16 in.,OSB existing construction. I
Underlayment In accordance with FBC requirements.
Min.slope- 2:1,2 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 manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
4
below.
Installation (Non-HVHZ): Installed with .5 in. exposure in accordance with FBC
t requirements and manufacturer's published installation
instructions. Shingles.shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
i
4W
W Jjy—t Btpsure
minas 2 l titch
Fasteners _
s Dim]
o�
t
Fxlpos6 re
� �—ia�ls—� f+--laam•�
Figure 12. Heritage8 Vintage®
5'Nail Pattern (non=HVHZ only)
NoUh
+1br.+rt
eYnw
fi. �� NO
zz
- - - - - - - -- - Ione
— — 17 1/2`
6gPoswu
Figure 13. Herit��a��g"ee@ "Vintage°
6 Nail Pattern
TBP15001.4 FL18355-R4 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.
TAMKQ BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERvicrzs,LLC
Hip&Ridge Basic Wind Speed(V„l,): Max.-194 mph
(Frederick&Joplin) 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 sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underia,Yment:- 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—
r.
Fn]
Start
Figure 1 here exposure
lip
Fastener
astener
Figure 2 Figure 3
11413
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP16001;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
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 PRODUCTSCREEK i
Asphalt Shingles
TF-cHNICAL SFERVICes,LLC C
Vintage(A Hip&Ridge. Basic Wind Speed(Vw„): Max. 194 mph
{Phillipsburg} 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. '15132 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 manufacturer's published installation iristr6ctions. The
direction of the exposed end shall be away from the
prevailing,wind.
Direction of prevailing wind
��t511 exposure
J ''
Start-
here
Figure 1 " eXposure.
1„ V
ass -..,i� �. t� "'�,!�•�.,�
Fastener [ Fastener
-1/211Figure 2 IN, Figure 3
Figure 15. Vintage®Hip&Ridge(Rhiilips6urg)
i
TBP15001.4 FL18355-R4 Page 10 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,recornmended use,or other product attributes_that are not
specifically addressed herein.
����� TAMKO BUILDING PRODUCTS t
Asphalt Shingles 1
TECHNICAL SERVICES,LLC
l
i,
v
LIMITATIONS t
1) Fire Classification isnot 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 ftin the HVHZ. 4
-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 1
shall be checked for protrusion and corrected prior to underlayment application. 1!
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) Allproducts,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,6rh Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
,``111111 u frill
%
%% X\
E N 3F���'�!'. 2017.09.25
No 74021
11 :31 :41
x-10 -04'00'
5 �-:53' STATE. OF
P _: Zachary R. Priest, P.E.
{ �s*,-..OR X�'�C?��`' Florida Registration No.74021
N q;E`��� 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 companymanufacturing or distributing products under
this evaluation.
Zachary R,'Pdest, 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 not
specifically addressed herein.