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> Appltenti!.!-!is! > Appllcatlon Detall
F118355-R4
Revision
2017
Approved
TAMKO Building Products, Inc.
PO Box L4O4
Joplin, MO 64802
(417) 624-6644 Ext 23O5
kerri_eden@tamko. com
Kerri Eden
kerri_eden @tamko. com
Kerri Eden
PO Box 1404
loplin, MO 64802
{4t7) 624-6644 Ext 2305
kerrleden@tamko. com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Zachary R. Priest
PE-74021
UL LLC
0t/07/2oL9
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
F118355 R4 COI TBP15001.4 2017 FBC Eval Rep-qt Shingles final.pif
Standard
ASTM D 3161
ASTM D 3462
ASTMD D 7158
TAS 1OO
Year
2At6
2010
2011
1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Equiv UL letter for standards for FBC 2017.p3!
https:/lwww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQvriDquvosrHazGXQWS3MPT3uofKzDl M2Xu9wuWmY6PQlJlukQ%3d%3d 1t2
aricra atio
8n6t2418 Florida Building Code Online
Method 1 option D
09/2s/2017
09/27/2ot7
LA/08120t7
t2/12/2Ot7
Description
ASTM D 3462 asphalt shingles and hip and ridge shingles
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
18355.1
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: NIA
Other: See evaluation report for limits of use.
Glass-Seal, Elite Glass-Seal,
Heritage, Heritage Premium,
Heritaqe Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Installation Instructions
F118355 R4 II T8P15001.4 2017 FBC Eval Rep@Shi-BSlCS
final.p-e[f
Verified By: Zachary R. Priest PE 74021
Created by Independent Third Party: Yes
Evaluation Reports
F118355 R4 AE T8P15001.4 2017 FBC Eval Repsrt ShlnSles
final. p_g[
Created by Independent Third Party; Yes
EN
eellegl,s;:
The State of Florida is an AA/EEo employer.
Phone:850-487-1824
: r elitEgy-SlelClne!! : : Accessibiliw Statement : ; Bgfulldj5lglgglC$
Under Florida law, email addrsses are public records. If you do not want your e-mail address released in response to a public-records.request, do not send electronic
m;il to this entity. instead, contactitie-oinE uv ptron. o. 6y treditionat -aii. r you have any questions, please contact 85o.487.1395" *PuBUant to sectio^ 455.275(l),
florida Statutes, effective October i, ZOfZ, tic6ni""" licens;d under Chapter 45i. F,S- must'p;ovide the Department with an email address if they have one' The emails
pioral *iv u" ,."J for official communication with the licensee, However email addresses are public record, If you do not wish to supply a pereonal address, please
;rcvide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click !gIq'
Produst APPToEI AccePts:Eil@EE
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https://www.floridabuitding.orglpr/pr_app_dtt.aspx?param=wGEVXQrrvtDquvosrHazGXQW83MPT3uofKzDlM2XugwuWmY6PQlJlukQ%3d'/"3d 2t2
Summary of Products
FL#Model, Number or Name
SCCUTitVM ETRICS'
CREEK
TecgNICAL SERVICES, LLC
EVALUATION REPORT
Certificate of Authorization No. 29824
1752O Edinburgh Dr
Tampa, FL33547
(813) 480-3421
FLoRTDA BurLDlNc CoDE, 6'" EDltloN {20171
Manufacturer:
Manufacturing Plants:
TAMKO BUILDING PRODUCTS
220 west 4th Street
Joplin, MO 64801
(417) 624-6644
Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, fi
Tuscaloosa, AL
uL LLC (OUAe625)
/ssued September 25, 241 7
Quality Assurance:
Scope
Category:
Subcategory:
Gode Sections:
Properties:
Rereneuces
Roofing
Asphalt Shingles
1504.1.1, 15A7.2.5, 1507.2.7.1, 1523.6.5.1
Physical properties, Wind Resistance, Wind Driven Rain
Entitv
PRI Construction Materials Technologies [fST5878)
PRI Consiruction Materials Technologies (IST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Meterials Technologies CIST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies fiST5878)
PRI Construction Malerials Technologies (TST5878)
PRI Construction Materials Technologies (IST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies OST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies OST5878)
PRI Construction Materials Technologies [fST5878)
uL LLc osre628)
uL LLC (T519628)
uL LLC (T5T9628)
uL LLC (TST3628)
uL LLC (TsT9628)
uL LLC (Tsre62e)
uL LLC Cr5T9628)
uL LLC (T5TS628)
uL LLC (T5TS628)
uL LLC (T5T9628)
uL LLC frsTe628)
uL LLC (TST9628)
uL LLC (T5T9628)
CREEK Technical Services LLC (ANE11669)
Reoort No.
TAP-04&02-01
TAP-051-02-01
TAP454-02-01
TAP-114-O2-O1
TAP-'| 17-02-01
TAP-I3G.02-01
TAP-131-02-01
TAP-16+02-01
TAP-28G02-01
TAP-30$02-O1
TAP-307-02-O1
TAP-314-02-01 Rev2
TAP-31502-01
lAP-317-A241
02NKS507
04NK24366
osNK28006
06NK03898
08cA59132
09NK07896
10cA50498
10cA64882
1 1 NK14014
12CM4551
4786110..5l.3
4787A43752
4787148748
TBP15001.3
Standard Year
TAS 100 1995
TAS 100 1935
TAS 100 1995
TAS 100 1995
TAS 100 1995
TAS 100 1S95
TAS 100 1995
TAS 100 19S5
TAS 100 1995
TAS 100 1995
TAS 100 1995
TAS 100 1995
ASTM D 6381 2008(2013)e1
TAS 100 1995
ASTM D 3161 2416
ASTM D3462 2O1OA
ASTM D 6381 2008(2013)e1
uL 2390ASTMD7158 2011
ASTM D3161 2016
ASTM D 3462 2O1OA
ASTM D3161 2016
ASTM D 3161 2016
ASTM D 3462 2O1OA
ASTM D 3462 2O1OA
ASTM D 3161 2A16
ASTM D 3161 2016
ASTM D3462 2O1OA
ASTM D 3161 2016
ASTM D 6381 2008(2013)e1
ASTM D 3161 2416
ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2O1OAGalculations 2017
T8P15001.4 FL'1835SR4 Page 1 of 11
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 e&ress nor imply warranty, installation, recommended use, or other produc,t attributes that are not
specifi cally addressed herein.
Igx,HEs,cEs,LLc
PRoDucr Descrupnox
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Elite Glass€eal@
(Frederick, Joplin &
Tuscaloosa)
Glass-Seal
(Frederick &
Tuscaloosa)
Glass-Seal
(Joplin)
Heritage@
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Frederick)
Heritage@ Vintage@
(Phillipsburg)
Heritage@ Ytloodgate
(Dallas & Frederick)
Heritage@ Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage@ Hip and Ridge
(Phillipsburg)
13-114" x 39-318", ASTM D 3161,
reinforced, Iaminated architectural
complying with ASTM D 3462.
13-114" x 3$318', ASTM D 3161,
reinforced, laminated architectural
complying with ASTM D 3462.
Class F and ASTM D 7158, Class H fiberglass
asphalt shingle surfaced with mineral granules
Class F and ASTM D 7158, Class H fiberglass
asphalt shingle surfaced with mineral granules
12-114" x36", ASTM D 316'1, Class F and ASTM D 7158, Class H self-sealing,3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D U6Z
12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing,3'tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1t4" x 36", ASTM D 7'l 58, Class H self-sealing, 3-tab asphalt shingle with fiberglass
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shinqles shall be used in the non-HVHZ onlv-
12" x36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules compllng with
ASTM D 3462,
17-1t2" x40", ASTM D 3'161, class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying wilh
ASTM D 3462.
13-1t4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158' Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ onlY.
12-1t4" x 12", ASTM D 3161 , Class F fiberglass reinforced, hip and ridge asphalt
shingle surtaced with mineral granules complying with ASTM D 3462-
12" x12", ASTM D 3161 , Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462-
T8P15O01.4 FL1835FR4 Page2of 11
Technical Services, LLC of any product changes or quality assuran@ 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.
IgxHEs,cES,LLc
INSTALLATION
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Elite Glass€eal@
(Frederick, Joplin &
Tuscaloosa)
&
GIass€eal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Basic Wind Speed (Vurt):
Basic Wind Speed (Vu"6):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation (HVHZ):
lnstallation (Non-HVHZ):
Max. 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. ptywood existing
construction.
ln accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
ln accordance with FBG requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21 :1 2.
lnstalled with 5-118 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Paftern" detailed
below.
lnstalled with 5-1/8-inch exposure in accordance with FBC
requirements and manufacfurer's published installation
instructions. Shingles shall be attached using either "4 Nail
Paftem" or "6 Nail Pattem" detailed below.
tuftEfte
Figure 1. Elite Glass-Seal & Glass-Seal
4 Nail Pattem (Non-HVHZ onlY)
Figure 2. Elite Glass-Seal & Glass€eal
6 Nail Pafiern
TBP15OO1.4 FL1835SR4 Page 3 of 11
i
Technical Services, LLC of any product changes or guality assurance changes throughout the duration for which this report is valid.
This evaluation report does n6t erpres. nor iilpty wananty, installation, recommended use, or other product attributes that are not
specffi cally addressed herein.
tuu Edga
NAILS
lsn,=Es,cEs,LLc
Heritage@
(Daltas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
&
Heritage@ Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
&
Heritage@ Woodgate
(Dallas & Frederick)
Basic Wind Speed (Vurt):
Basic Wind Speed (V""6):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7l'16in. OSB existing construction.
ln accordance with FBC requirements.
2:12 and in accoldance with FBC requirernents. Refer to
the manufacturer's application instructions when installing
shingles at slopes greaterthan 21:12.
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.
lnstalled 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 Pattem" detailed below.
NAIL ZONE
MON
BOND
EXPOSUEE 5-5/8"
NAILZONE
co[/|MoH
BOHE
@ f letn"+F- 12-3/8" {- 12-1fi'4 Ft"
Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
i+l hr-uar+-r-r/2"-lh r-*rs+z-1,a"+F7-i/2'q F-1"
Figure 4. Heritage@ & Heritage@ Premium
6 Nail Pattern
TBP150O1.4 FL'1835SR4 PIS:+of r1
Technical Services, LLC of any product changes or quality assufance changes throughout the duration for which this report is valid'
This evaluation report does not express nor imply wananty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Igx,HEs,cEs,LLc
6-1/8"I
Figure 5. Heritage@ Woodgate
6 Nail Pattern
E eommon Bond
Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7-7l8"
6-
ZOttIE
OF
cotutHroN
BOND
ACEEPT*BLE
FASTENEFI LOEATION
T FASTEH
i EtrGE OF
OH BOhID
PFIEFEFIFIED
FASTEHEH
LOEATIOH
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
TBP15oo1.4 FL1835SR4 Page 5 of 11
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for rivhich this report is valid.
This evaluation report does not express nor imply wananty, installation, recommended use, or other produci attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONS
MON BOND
Tr
EXPOSUHE 5
L-J-t
5/8"
lL{ l*r-rnrl*r.ud.+.ere*l*r"*rrod l-r.
r
@
(o
V
''l,rB"I
ls*,HEs,cEs,LLc
Heritag@ Premium
(Frederick)
Basic Wind Speed (Vurt):
Basic Wind Speed (V""o):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation (HVHZ):
lnstallation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
AsPhalt Shingles
Max. 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
ln accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
ln accordance with FBC requirements.
2'.12 and in accordance with FBC requirements' Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:-12. .
lnstalled with 5 in. exposure in accordance with RAS 115
and manufactureds published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
lnstalled with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be aftached using either.4 Nail
Paftern" or "6 Nail Pattem" detailed below.
NAIL TONE/
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattem (non-HVHZ onlY)
HAILZO}IE/
COMMOH BONtr
i5t'
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
T8P15001.4 FL1835$R4 Page6of11
Technical Servicei, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not erpress nor imply wananty, installation, recommended use, or other product aftributes that are not
specifically addressed herein.
rH lr- tt'11"-{ l+r'
rH ts*-.1.+f
IgxHEs,cEs,LLc
Heritage@ Woodgate
(Frederick)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max, 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min, 15132 in. plywood or wood plank for
new construction; Min, 7116 in. OSB existing construction.
ln accordance with FBC requirements.
2;12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
lnstalled with 5 in. exposure in accordance with FBC
requirements and manufacturefs published installation
instructions. Shingles shall be aftached using either "4 Nail
Pattern" or "6 Nail Pattem" detailed below.
HAIL ZONE/
T
EXPOSUHE $'
.*.
E(POSUBE 5'i.
Basic Wind Speed (Vurt):
Basic Wind Speed (V""a):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation (Non-HVHZ):
5-1/2"t
1L+l l- 11" *l-rz-ur"-+ i1" -.1 l.-r,
Figure 10. Heritage@ Woodgate (Frederick)
4 NailPattern {non-HVHZ onlY}
T
*1/lg'.II'tl [* t"r*{*{*r*{*.S r'l* *l l-,'
Figure 11. Heritage@ Woodgate (Frederick)
6 Nail Pattern
TBP15001,4 FLl835SR4
Thr#valjatron report is provided for State of Florida product approval under Rule 61G20-3. The shall notify CREEK
Technical Servicei, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation repod does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
HAILZOHE
BOHD
Isn==s,cEs,LLc
Heritage@ Vintage@
(Phillipsburg)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
ln accordance with FBC requirements;
Sotidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater Ihan 21'.12.
lnstalled with 5 in. exposure in accordance with RAS 115
and manufacture/s published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
lnstalled with 5 in. exposutls in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattem" detailed below.
A posuE
ibtch
Basic Wind Speed (Vur):
Basic Wind Speed (V""6):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation (HVHZ):
lnstallation (Non-HVHZ):
l.-r"*,---l F_,o*,__*l
Figure 1 2. Heritage@ Vintage@
5 Nail Pattern (non-HVHZ onlY)
Figure 13. Heritage@ Vintageo
6 Nail Pattern
T8P15001.4 FL1835+R4 Page I of 11
Technical Services, LLC bf any product changes or quality assuiance changes throughout the duration for which this report is valid.
This evaluation report does not express nor i-mdy wananty, installation, recommended use, or other product attributes that are not
specifi cally addressed herein.
I:xHEs,cEs,LLc
Hip & Ridge
(Frederick & Joptin)
Dlrcetlon of prcvalllng wlnd
+1/8" exposurc
Figure 14. Hip & Ridge (Frederick & Joplin)
TBP15001.4 FL1835SR4 9of11
Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assuiance changes throughout the duration for wtrich this report is valid.
This evaluation report does not "rpr""s
nor imply warranty, installation, recgmmended use, or other product attributes that are not
specifically addressed herein.
Basic Wind Speed (Vurt):
Basic Wind SPeed (V."6)l
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation:
TAMKO BUILDING PRODUCTS
AsPhalt Shingles
Max. '194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in' plywood existing
construction.
ln accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116in. OSB existing construction.
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
lnstalled with 5-118 inch exposure in accordance with the
FBC and manufacturefs published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Figure 1
Figure 2
exposut€
lg*H=s.Es,LLc
Vintage@ Hip & Ridge
(Phillipsburg)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
ln accordance with FBC requirements;
Solidly sheathed min. 15132 in. plyrood or wood plank for
new construction; Min. 7116 in, OSB existing construction.
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements'
lnstalled 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.
Basic Wind Speed (Vurt):
Basic Wind Speed (V".6):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation:
Directi?n oi prevaillng wlnd
5" exposure
Figure 1
Figure 2
Figure 15. Vintage@ HiP &Ridge (Phillipsburg)
TBP15001.4 FL1835$R4 Page 10 of 11
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation repod does not "rpr".. nor iinply wanaity, installation, recommended use, or other product attributes that are not
specifically addressed herein.
IgxHEs,cEs,LLc
LIMITATIONS
Fire Classification is not within ihe scope of this evaluation.
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 HVHZ'
Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less.
Deck substrates shall be clean, dry, and free from any inegularities and debris. All fasteners in the deck
shall be checked for protrusion and corected prior to underlayment application'
Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
lnstallation of the evaluated products shall comply with this report, the FBC, and the manufacture/s
published application instructions. Where discrepancies efst between these sources, the more restrictive
and code compliant detail shall prevail.
All products listed in this report shatl be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
Goupulruce Srlreurnr
The products evaluated herein by Zachary R. Priest, P,E. have demonstrated compliance with the Florida Building
Code, 6h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
fuAk-11:3 1:41
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Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANEI 1669
CERTtFlcATtor.r or lnoepeuDENcE
CREEK Technical Services, LLC does not have, nor witl 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 manufucturing 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.
ENO OT REPORT
rBP15001.4 FL1835$R4 PqCgll jll!
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 waranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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2017.09.25
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