HomeMy WebLinkAboutProduct Approval CREEK` RECEIVED TAMKOBULDINGPRODUCTS
Asphalt Shingles
Technical Services, LLC DEC 1 8 2019
ST. Lucie Coun Pe ing
PRODUCT DESCRIPTION!
Elite Glass-SeaND 12-114"x 36°,ASTM D 3161, Class F and ASTM D 7158,Class H self-sealing, 3-fab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36",ASTM D 3161, Class F and ASTM D 7158,Class H self-sealing, 3-tab,
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Gtass-Seal 12-1/4"x 36",ASTM D 7158,Class-H self-sealing,3-tab asphatt"shingle with fiberglass
(Joplin), mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be Md in the non-H1/HZ_only.
HeritageQp 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
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage® remium 13-1/4" x 39-318", 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® 17-112"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 39-318", 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 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architedturai
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZonly.
Hip and Ridge Shingles 12-t/4° x 12°, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage®Hip and Ridge 12"x 12",ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18W5-124 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is varid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed-herein.
K Certificate of Authorization No.29824
CREE
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT PLORIDA Buu_oING CODE,C EomoN(2017)
Manufacturer. TAMKO BUILDING PRODUCTS Issued September 25,2097 .
220 West 4'"Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category:, Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1,1607.2.5,1507.2.7 1,1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Reoort No. Standard Year
PRI Constriction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(7ST5878) 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 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Coratruction Materials Technologies(TST5878) TAP-16"2-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-003-02-01 TAS 100 1995
PRI Constriction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Constriction Materials Technologies(TST5818) TAP314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)el
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366. ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 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) I OCA50498 ASTM D 3462 2010A
UL LLC(TS79628) IOCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 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 2011
ASTM D 3161 2016
ASTM D 3462 2010A ,
CREEK Technical Services LLC(ANE11669) T131315001.3 Calculations 2017
TBP15001.4 FL18355-R4 Pagel of 11
This evaluation report is provided for State of Florida product approval under Rule 616203. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance charges 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 BUIL
C C C DING PRODUCTS
C C Asphalt Shingles
Technical Services, LLC
INSTALLATION
Elite Glass-Seam Basic Wind Speed(V,Ar); Max 194 mph
(Frederick,Joplin& Basic Mind Speed(Vpw): Max 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19x32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15132 in. plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): M accordance with F13C requirements;
Solidly sheathed min. 15132 in.plywood or wood plank for
new construction;Min.7116 in.OSB existing construction.
Undertayment 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 5-118 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using'6 Nail Paftrn*detailed
below.
Installation (Non-HVHZ): Installed with 5-1/84nch exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or°6 Nail Pattern"detailed below.
tWItILS
•-1° 1°
Naffing ------- ---------____- _ --- -- 6-7M
Area —=-------------------------------- -
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail.Pattern(Non-HVHZ only)
NAILS
--1" 1"
Ntml�lg - —---------— — — — -- — fr7/8"
------------- - - — - �. -....—.....
AM
5.1/8.
But Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-114 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.
3
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
Technical Ser Vices, LLC
Heritage® Basic Wind Speed(V,dt): Max 194 mph
(Dallas,Frederick,Japrin, Basic Wind Speed(Vaw): 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. 15132 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 06 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturePs published installation
instructions. Shingles shall be attached using either 04 Nail
Pattem°or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
COMMON
BOND
F3-1/8rt
EEMSURE 5-6/9'
12-11211 12-318" -►�- 12-1 f2"-►�. h--1"
Figure 3. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas)
4.Nail Pattern(non•HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1/8° EXPOSURE 5-5/8°
L D D
7-W8a-b4-7-1/2" -7--1 l -1
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP15001 A FL18355-R4 Page 4 of 11.
This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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
NAIL ZONE/
ASTENE COMMON BOND
T
8-1l8g EXPOSURE 5 We
1� �-112 7-1f2 -318"-f�-7-1/2�t7-if2� �-1�
Figure S. Heritage®Woodgate
6 Nail Pattern
�I7"i1"'�12-1/2"--►I �e 12-1/2"—=-�1"il��-
III i II
M Common Bond
FASTENERS
. i
mma
Id 1„
m t T
y 00
L6
X CO
w 1
39-3/8"
Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nall Pattern
PAINT
LINE
7-7f8°�V NAIL ZONE
6•-if8" EDGE.OF
r
COMMON
EXPOSURE
S-Sf8"
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
Ak
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nall patterns from Figures 3,4,and 6 may be placed in the nail zone as described above
TBP15001.4 FI-18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 81 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is varid.
This evaluation report does not express nor imply warranty,Installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUIL
CREEK DING PRODUCTS
Asphalt Shingles
Technical Services, LLC
Heritage®Premium Basic Wind Speed(Vuu): Max 194 mph
(Frederick) Basic Wind Speed(Vaw): Max 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in_ plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Undedayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirernents. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installation(WHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattem" 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 Neil
Pattern"or"6 Nail Pattern'detailed below.
NAIL ZONE/
FASTENERSN,,,,
COMMON BOND
5112° EXPOSURE 5°
11° 12" 11°-� �--1°
Figure 8. Heritage®Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/2° EPOT
E 5°
9u91122-� 1+--J--
Figure
mo'nFigure 9. Heritage®Premium(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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 DING PRODUCTS
CREEK Asphalt Shingles
Technical Services, LLC
Heritage®Woodgate Basic Wind Speed(VW: Max 194 mph
(Frederick) Basic Wind Speed(Vase): Max.150 mph
Deck(Non-WHZ): In accordance with FBG 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 (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
Pattem"or"6 Nail Pattern"detailed below. .
NAIL ZONE/
FASTENERS W/TCOMMON BOND
EXPOSURE W
. 1'� �-- 11" •.►�-12-3I8A�- 11" -I�". �-1" .
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERSF
COMMON BOND
5.112" .
1 9-1/2°-44-3'+-9-3�+9-1/211-� 1111-1-
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001 A FL18355-R4 Page 7 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
Technical Services, LLC
Heritage®Vintage® Basic Wind Speed(Vw,): Max 194 mph
(Phillipsburg) Basic Wind Speed(Vaw): Max 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in, plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.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 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
aar
rxposum
r 11
- a, ra�enas kaa
r7-1r
s
upos„rm
i
vr,e gvs sarr—+'.—arc
Figure 12. Heritage®Vintage®
5,Naii Pattern(non-HVHZ only)
so• - r�,m
zmis
s
'mss—Did —71W-
Figure
an'Figure 13. Heritage®Vintage®
6 Nail Pattem
TBP15001.4 FL18355-R4 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.
C r rOK TAMKO BUILDING PRODUCTS
C C Asphalt5hingles
Technical Services, LLC
Hip&Ridge Basic Wind Speed(Vta): Max 194 mph
(Frederick&Joplin) Basic Wind Speed(Var4): 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.
Underlayment: 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 manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
Start
5-1/8" exposure
here,-
" mad
Figure 1 5-1/6exposure
1SAS�0
F
Fastener astener I,� „
Figure 2 1/4" Figure 3
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 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 egress nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
C C C TAMKO BUILDING PRODUCTS
C G Asphalt Shingles
Technical Services, LLC
Vintage®Hip&Ridge Basic Wind Speed(Vmc): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vwa): 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. 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 instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction prevailingwind
tart 5's exposure
sre-
-i 11.
Start
Figure 1 here- 5° exposure
1"
INN
�1
- . Fastener
,�I Fastener
X' �5-1/2"
rr _
Figure 2 1 4 Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001 A 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.
C C TAMKO BUILDING PRODUCTS
C Asphalt Shingles
Technical Services, LLC
LIMITATIONS
1) Fre Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be-designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 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 FSC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 616203.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6v'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
R.
��•G�_.
No 74021
STATE OF
0�..'4%< O P. ���.�` Zachary R.Priest,P.E. -
01-
1YAOrganization Registration No. 21
zation No.ANE11669
nlnn\\
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 not
specifically addressed herein.
1Oioi1E41 FbWe W tnp Code Onikw
eas Vii: I f uar 11.p+ta flog I riot by a 1 sgbmit surah rpe I si is ak racbt J prnWbttois aoneaee a T e stag Turisi f9wrh
RECEIVED
- liew Pnidud or fiNjown Search 2. "m DEC 18 2019
ST. Lucie County, Permitting
SwgrcsCeltaft Refine Sea
....
Code version 2017
y,
Application Type ALL Product Manufacdrrer USA
Clrtem Roofing Subcategory Modified Bitumen Roof Syrsterrt
Appikation Status ALL CompUanoe Method ALL
Quisitty Assurance Entity ALL Quality Assurance Entity Contrad Expired ALL
i Produd Model,Number or Name ALI: Product Desoiption ALL
f Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
{ Impact Resistant ALL Design Pressure ALL
Other ALL
SearchIRtasulb-
,Yat AM By 2W=.
_
F11654=R24 Revision POLYGLASS USA John W.Knezevich,PE Approved
C CAtagoa'ys Roofing (954)7.72-6224
_._.:.•.:..:-.. Su6wbaaorys Modified Bitumen RoofSystan
R��65.4-P�s Revision K&YGLASS USA ?ohs W.Knezevkh,Pie pending PBC Approval
Cafsgory:Roofing (954)772-6224
;fru ModtNed__Bttutnen_Roof System
Fl 36429-R9 Revision 'POLeYGLASS USA ]ohp W.Knezevkh,PE 'Approved
C ` ftrw R Roofing (95±1)772-6224
Stibotipos^y:Modified Bitumen Roof System
FL16429-RIO Revision POLYGLASS USA John W.Knezevkh,PE Pending FBC Approval
1:Cabailorys Roofina (954)77276224
Subogegory:Modified Bitumen Roof System
:FL-16717-R7 Revision POLYGLASS USA John W.Knezevirh,PE Approved
Category:Roofing (954)772-6224
Subcategory:Modified Bitumen Roof System
FL16717-R8• Revision POLYGLASS USA John W.Knezevkh,PE Pending FBC Approval
Category:Roofing (954)772-6224
f:ubcategory:Modified Bitumen Roof Sysbtirt
F116718-R6 Revision POLYGLASS USA .John W.Knezevich,PE Approved,
bit= Gtegorye Roofing (954) 72-6224
Subcntegorys Modified Bitumen Roof System
FLIMS-R7 Revision P0LY6LAS5 USA John W:Kneaevkfi,•PE Pending FBC Approval
Catelin VR Roofing (954)772-6224
Subcategory:Modified Bitumen Roof System
-Approved by DBPR.Approvals by DBPR shall be reviewed and sidled by the PDCarW/or the CommissPon if necessary.
Contx 110:;2601 Blair Slone Road.IblWhescae Fl-32,399 Ehor;e:8504874824
The State of Florida Is an AAJEED employer.Copyright 2007-2013 e_,.r.of Fields.::Pflacy Statement:: ::Refund
Under Florida low,emali addresses are public records.If you do not want your e-mall address released In nespamm to a public-rewds requesL do not send electronic
mall to drk entity.Instead,contact the office by phone or by traditional in®R If you havi any quastfons,plane contact 050.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,enedwe October 1,I012,licensees licensed under Chapter 455,F.S.must provide the Deparhnant with an email address If they have one.The smalls
provided may be used for oftW communication with the pensee.However-emell addresm am K*jlc record.If you do not Mair to supply a personal addraa,please
provide the Department with an email oddness which can be made available to the punk.Tb detamme H you are a spouses under Chapter 455,FS.,please dick h=-
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