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Product Aonroval Menu>Product or Application Search>AanilInation List>Applieation Detail
FL
# FLIB355-R2
L b
Application Type Revision
.code Version: 2014
Application Status Approved I'
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Comments
Archived = i
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Product Manufacturer TAMKO Building Products,'Inc.
address/Phone/Ernait P&Box-14104
Joplin,MO 64802
(417)624-6644 Ext 2365 i I
kerri_eden@tam ko.com
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Authorized Signature Kerri Eden
kerri_eden@tamko.com
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Technicai-flepre"s tative=
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
-5ubcategory. Asphalt-Shingles-
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation.Report-Hardcopy Received'
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Florida Engineer or Architect Name who developed Zachary R.Priest i
the Evaluation Report
I Flori'da-L'Jcense
-PE-7021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Edi Validation Checklist=Hardcopy Received
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Certificate of Independence FL18355 R?, COT T5P15001 2 FBS:?Ola Product Evaluation RPAect
Shingles.odf j
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Referenced Standard and Year(of Standard) Standard j Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 j 2008
TAS 100 1995
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Equivalence of Product Standards
Certified By
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Sections from the Code
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Product Approval Method Method 1 Option D i
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Date Submitted 12/16/2015
Date Validated 12/18/2015 i
Date Pending FBC Approval 12/19/2015
Tiate=Approved "OZ/I 12(Y1-
Date Revised 05/09/2017
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Summary of Products
FL# Model,Number or Name Description
18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles antl hip and ridge shingles
Heritage,.Heritage Premium,_
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and Vintage
Hip and Ridge Shingles,
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLI$355 R7- FI TBRI50a1 ,2 FBC 7014 Product Evaluation
Approved for use outside HVHZ:Yes Rgoort l ngieS.pdf I i' I
Impact Resistant:N/A Verified By:Zachary R.'Priest PEL 74021
Design pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports i
FLIB355 R2 AE TSP1S001.2 FBC 2014 Product Evaluation
Report Shingles.Ddf iI
Created by Independent.Third Party:Yes
8nctt Next
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ContaCCUss':2.601 BIairSto -P,a d:,TalWhassee FL 32399 Phone:-850•487 W4
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.if you do not want your a-mail address released in response Ito'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 850.487.1395.-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 emall address if they have one.The
emails 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 determine if you are a lioensee under Chapter 455,F.S.,please
click here.
Product Approval Acceptsi i
ER,RM
Credit Card i
Safe
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3r Certificate of,.Authorization No.29824
C K17520 Edinburgh Dr
10 1 Tampa,FL 33647
TEC. HNICA1_ SERVICES, LLC (813)480-3421
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E1fALtFATIQt�t f�EPt1RT FLORIDA BUILDING CODEI'S EDITION(2014)
Manufacturer: TAMKO BUILDING PRODUCTS 11ssuedlDecember 14,2015
220 West 4'"Street
Joplin,MO 64801
(417)624-6644
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Manufacturing Plants- Joplin;=MO: I'
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL i
Quality Assurance: UL LLC(QUA9625)
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.SCOPE-
Category:
SCOPECategory: 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 !
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Entity Report No. Standard Year
PRIConstruction 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 11995
j PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 I 1995
j PRI,-Construction=MaterialsT-echnologies.(T.ST587a) TAP-130-02-0'1 TAS100 1995
i PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 i 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 I ' 1995
PRl Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 11995
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-317-02-01 TAS 100 1'' 1995
UL LLC-(TST9628) --D2NK9507 ASTM D 3161 20M
UL LLC(TST9628) 04NK24366 ASTM D 3462 2009
UL LLC(TST9628) 05NK28006 ASTM D 638;1 2008(2013)e1
UL 2390
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 12009
ASTM D 3462 2009
UL LLC(TST9628) 08CA59132 ASTM D 316,1 j 2009
UL LLC(TST9628) 09NK07896 ASTM D_.t61 2009
ASTM D 3462 2009
UL LLC(TST9628) 10CA50498 ASTM D 3462 2009
UL LLC(TST9628) 10CA64882 ASTM D 3161 2009
UL LLC(TST9628) 11NK14014 ASTM D 3161 2009
ASTM D 362 12009
UL LLC(TST9628) 12CA24551 ASTM D 3161 12009
UL.LLC(TST9628) 4786110543 ASTM D 638;1 2008(2013)e1
! UL LLC(TST9628) 4787043752 ASTM 13,3101 2009
UL LLC(TSTg628), 4787148748- ASTM D 7158- 2008d-
ASTM D 3161 2009
ASTM D 3462 2009
TBP15001.2 FL18355-R2 Page 1 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
specificatlyaddressed herein. I'
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TAIVIKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICEs,LLC
PRODUCT DESCRIPTION
Vite'Gkiss4-Sealg 12-1/4!'"x 36"' ASTM D 3161, Class F and ASTM D 7158,1;Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides withiasphalt 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,i Class ti 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 12-114"x 36',ASTM D 7158, Class H self-sealing, 34ab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with 6eramicloranules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM 0,7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle
!e surfa I ted with mineral granules
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 13-1/4" x 39-318", ASTM 0 3161, Class F and ASTM D, 7158,1 Class H fiberglass
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(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, Cl I ass H fiberglass reinforced,
(Frederick) laminated architectural'asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ VintageO 17-1/T'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 39-318", ASTM D 3161, Class F and ASTM D 7158,1 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..andridge-asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying With ASTtV D 3462.
Vintage(D 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, 1
TBP16001.2 FL18355-R2 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The rhanufact6rer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout4he duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or oth e'r product attributes that are not
specifically--addressed-hereqn.
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T,IMKO BUILDING PRODUCTS
CREEKj ' Asphalt Shingles
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'T'ECHNICAL SERVICES, LLC I
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INSTALLATION
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Elite Glass-Seal® Basic Wind Speed(Vwc): 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.I 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 FBC requirements.I
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
1.15 and. manufacturer's published installation instructions.
Shingles shall"be-att'ached using"5'NailFattern`detailed`
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in al cordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall belattached using either"4 Nail
Pattern"or"6 Nail Pattem"detailed bellow.
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Nailing -- _ ;6-7�"
Area _ . .......: .----._ .. ._...... ----- -_.......... I
5-118"
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Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal'
4 Nail Pattern (Non-HVHZ only)
NAILS
Nailing - .. -._..._..-N J/- ..............-- - _ ...... `\,_
Area T I
i
Butt Edge
! Figure 2. Elite Glass-Seal&Glass-Seal
S-Naff-Pattern i
TBP15001.2 FL1t3355-R2 I 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-addressed-herein: I' i
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CREEK 'PAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(V"„): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Va,d): Max. 150 mph
Phillipsburg~&Tuscaloosa): .Deck:(H.VHZ) In-accoaiance�withLFBCTequirements,
& Solidly sheathed min. 19/32 iri.�plywood or wood plank for
Heritage®Premium new construction; Min. 15132 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.'C1SB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.!
Win-.-slope: Z.TZ 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..FBG
requirements and manufacturer's published installation
instructions. Shingles shall belattached using either'A Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
6-118" FIXPO'SU RE;8-618"
12-112"-► - 12-318" -- - 12-112'
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
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FASTENERS NAIL ZONE
Z1, COMMON COMMON
BOND
6-118" EXPOSURE 3!518"
1--� �-7-112-►�-7-112 -►h- 7-3/8"-►�-i-112"-►�-7-112"►� `t-1
Figure 4. Heritage®&Heritage@ Premium '
6 Nail Pattern
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TBP15001.2 FL18355-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
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TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SER VICES. LLC
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NAIL ZONE!
ASfENERS COMMONI BOND-
6-1f8"' EXPOSURE 5 5/0'
N-T-i12= j-T-172'�►�f-7-3/8=#�f-7-112FT-if2i--1„
Figure 5. Heritage@ Woodgate i
6 Nail Pattern
12-112" *1
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Common-Bond
FASTENERS ik
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�itiY_;;:,.. �•,:�i?.r,.y:•"r,'.+' :�';:y',;' r:--...r «. y:�.`••' r'm- rc• ' -r•`•,•'�'#' _
C") t. .Tv i%i':'.2.i,. ;•,. .t'%w, `•;;$ii y;IFG }}�^.•:,.y�•;...:t..•.,,.,r.`}1F',Ilr_
00
CL
LU ;
Figure 6. Heritage®,Heritageg Premium, &Heritage@ Wooc gate
Alternate 6 Nail Pattern
PAINT
LINE-'*Lc
7-7181 ..__.J... NAIL ZONE
6-118" EDGE OF
COMMON
i BOND
EXPOSURE
i 5-51,8" t
ACCEPTABLE
FASTENER LOCATION ;
DO NOT FASTEN i
ALONG EDGE OF I
COMMON-BOND
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PREFERRED
ASTE NE R D I
LOCATION
Figure 7. Heritage@(Tuscaloosa)
<Expanded Nail Zone i
Nag patterns from Figures 3, 4,and 6 may be placed in the nail zone a';WescNbed above
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TBP15001.2 FL18355-R2 !. Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The rnanufactu�er shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for"ich this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or othe'r'producti attributes that are not 3
-specifically:addressedfierein;
i
`,. TAMKO BUILDING PRODUCTS
CREEK I Asphalt Shingles
TECHPIICA.LSERVicEs,LLC
Herita e®Premium Basic Wind Speed
g (Vat): Max. 194 mph
(Frederick) Basic Wind Speed NSA: Max.150 mph
Deck(HVH4': In accor-dance.with_FBG requirements;-
Solidly sheathed min. 19/32 in.1 plywood or wood plank for
new construction; Min. 15/82 in.I plywood existing
construction. I
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in 1,`plywood or wood plank for
new construction;Min.7/16 in.O$B existing construction.
Underlayment: In accordance with.FBC requirements.
:Min;-slope:. 2.12-and-in.accordance-.with F'BG requirements: Refer-to
the manufacturer's application iihstructions when installing
shingles at slopes greater than 21:12..
Installation(HVHZ): Installed with 5 in.exposure in`.accordance with RAS 115
and manufacturers published i installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below. I 1
Installation (Non-HVHZ): Installed with 5 in. e.xposureI.,�in accordance with FBC
requirements -and -manufacturer`s publistred` 'installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE!
'FASTENERS COMMON BOND
rJ1IL"
F
URE tea"
i1"--► -- 12" —► -11"- 1"
Figure 8. Heritage®Premium.(Frederiek)
4 Nail Pattern (non-HVHZ only)
INAI{{L,ZONE%
FASTENERS COMMONBOND
51/2" EXPOSURE 5"
Figure 9. Heritage®Premium(Frederick)
f 6 Nail Pattern
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T61P1500.1.2 FL18355-R2 I,; I 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 otheir'product attributes that are not
specifical ly Addressed herein-
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TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
SEcHNICAL.SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(V„„): Max.194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck-(Nott=HVHZ): 1n-accordance-with FBCrequirements;j
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 F,BC requirements. Refer to
the manufacturer's application!instructions when installing
shingles at slopes greater thanl21:12.
Installation (Non-HVHZ): Installed with 5 in. exposure :in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall beIattached using either"4 Nail
Pattem”or"6 Nail Pattern"detailed below.
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NAILZONE/
FASTENERS CIOMMON BOND
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5-1/2r' EXPOSURE 5" .
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11" —r�i-12-3/8" -
Figure 10. Heritage@ Woodgate(Frederick) I'
4 Nail Pattern (non-HVHZ only) j
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NAIL ZONE!
COMMON BOND
FASTENERS i.
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EXPOSURE T
1"—� �- 9-112"-►!#�3'4►��-9318" 3'+►`4 9-112"-►I I!—j"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
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TBP15001.2 FL18355-R2 I Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G2013. 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
specificaily-dddressed herein.
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CREEKTAMKO BUILDING PRODUCTS
�Q- Asphalt Shingles
TECHNICAL SERVICES, LLC
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Heritage®Vintage® Basic Wind Speed(Vdi): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;.
Solidly sheathed min. 19/32 in.I 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.Iplywood or wood plank for
new construction;Min.7/16 in.CSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slop-p:- 2:.12 and:in.:accordance;with-F8G,re m
uireents.-Refer•to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5 in. exposure ink accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below. I
Installation (Non-HVHZ): Installed with 5 in. exposure l in accordance with FBC
-requirements -arid manufacturer's published 'installation
instructions. Shingles shall be attachedusing either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
0 �.
ngnrn I G rfsv e
. T ,nsa:e PY,uh
t i
g. -Fas[enfrs ,
_Fti it
I
17-1f2"
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i
E<#Dosura I
. •vr
I
{�—la3ta•--+� '+--lozu•—� I '
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
� 6,posule
M
Ab. /Notch
I
6• Fsstemis
Not
Zone
—MIE —
—
� I I
'tom j
h '
lrr I ,yr
Figure 43. Ueritage@ Vintage`s I' +
6 Nail Pattern
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TBP15001.2 FI-18355-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 E
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. f
This evaluation report does not express nor imply warranty, installation,recommended use,-or other!product attributes that are not
specifically addressed herein. I 4
I;, ?
BUILDING PRODUCTS
CREEK
TAMKO I Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(Vg): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVIiZ):�
-in accordance-wittT FBC requirements;-
Solidly sheathed min. 19/32 in plywood or wood plank for
new construction, Min. 15132�i2 in.] plywood existing
construction. i I
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. .15/32 iris,Olywo6d or wood plank for
new construction; Min.,.7116 ln.jbSB existing construction.
Undedayment: In accordance with FBC require,,rk.ents.;
Min.slope: 2:12 and-in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in 'accordance with the
FBC and manufacture's publisfied installation instructions.
The direction of the exposed,'ehd shall be away from the
prevailing wind.
Direction of prevailing wind
Start,M
5-1/8" exposure
heI
Star
!here
Figure 1 5-1/8"exposur I e
ner Fastener,
5,5/813 5/8 i I?
i,
Figure 2 Figure 3
1/4!
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.2 FL18355-R2
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
at Services,LLC of any product changes or quality assurance changes throughout the duration foriwhich 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.
It. AMKO'BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
VintageO Hip&Ridge Basic Wind Speed(V,,jt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max.150 mph
Deck.(HVIA Z-)! In--accordance,with-FBC require!ments,-i
Solidly sheathed min. 19132 H. Dlvwo old or wood plank for
new construction; Min. 15132 in, plywood existing
construction. I
Deck(Non-HVHZ): In accordance with FBC requirements;'
Solidly sheathed min..15132 iri.'Oywood or wood plank for
new construction;Min,7/16 in.j0SB existing construction.
Underlayrrient: In accordance with FBC requirements.I
Wim slope- 2-t2and'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.
DF-rection of preveffiltig wind
Start 511 exposure
here——
Start
Figure i here 511 expos lure
V
Fastener astener
5-1
11
Figure.2 1/4F'rg re 3
Figure 15. Vintage(&Hip&Ridge(Phillipsburg)
TBP15001.2 FLIR355-R2 I -PagelUvfll
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufactuier shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duralJon for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or othe,r product attributes that are not
specifically addressed herein.
i
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
I
LIMITATIONS
i
1) wire Classificatiotris-notwithimthe-scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meetthe minimum design loads
established for components and cladding and in accordance with FSC 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 debn& All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment.application.j
6) Shingles shall be installed starting at the eave In horizontaf..layers.such.that- a Iaps.Ished: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 as
surance;progral in compliance with
Rule 61G20-3.
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COMPLIANCE STATEMENT
i
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Cade 5th.Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
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R.
��. • R� -, 2-15-12-.14
1 No 74021
�' 13:44119
* LL= _O5t0t�t
�:• STATE OF .�fjj
I
•••A-L P•'�_�.` Zachary R.Priesti P.E.
-Florida-Registration No.74021
Organization No.'ANE96i1
CERTIFICATION OF INDEPENDENCE
I
CREEKTechnical.Services;lLC-does.not have,-nor.wilt.it.acquire,a financial-interest irranycomp,6y-manufactudM-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.
i
Zachary-R:>Priest,-P.E.doe—,note have;nor will acquire,-a`fihancial•intemstin any other entity involved-ih the approval process of the
product.
i '
I
I
END OF REPORT
TSP15001.2I
FL18355-R2 ; ! 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
spedfically,addressed•herein.
jI
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