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$f: FL# FL18355-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
,`kerri--eden@tamko.com
Authorized Signature Kerr! Eden
kerri—eden@tamko.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Re istered 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
ii
Certificate of Independence FL183SS R2 COI TBP15001.2 FBC'--2014 Product Evaluation Reoort
Shinales.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 ) 2009
ASTMD D 7158 2008
TAS 100 1995
Equivalence of Product Standards
Certified By
Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/18/2015
Date Pending FBC Approval 12/19/2015
Date Approved 02/10/2016
Date Revised 05/09/2017
Summary of Products
FL# Model,Number or Name Description
18355.1 Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use Installation Instructio;rIs
Approved for use in HVHZ:Yes FL18355 R2 II TBP1S00.1.2 FBC 2014 Product Evaluation
Approved for use outside HVHZ:Yes Report Shinales.ndf "I
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 R2 AE TBP15001.2 FBC 2014 Product Evaluation
Report Shinales.pdf
Created by Independent Third Party: Yes
stack Nccxt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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 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,pleasel 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 emails provided may be used for official communication with the licensee.However email addresses and 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 licensee under Chapter
455,F.S.,please click Ing.
Product Approval Accepts:
2_;
Credit Card
Safe
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Certificate of Authorization No.29824
5
17520 Edinburgh Dr
Tampa,FL 33647
'TECHNICAL, SERVICES, LLC "� (813)480-3421
EVALUATION REPORT FLORIDA BUILDING;CODE 57"EDITION(2014)
Manufacturer: TAMKO BUILDING`PRODUCTS issued 2015
220 West 0 Street
Joplin,MO 64801
(41.7)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: 1507.2.5,.1507.2.7.1, 1523.6.5..1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Ea!!iy 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(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 Construction Materials Technologies(TST5878) TAP-165=02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI.Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies.(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP:317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161, 2009
UL LLC.(TST9628) 04NK24366 ASTM D 3462 2009
UL LLC(TST9628) 05NK28006 ASTM D 6381, 2008(2013)e1
UL 2390
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161' 2009
ASTM D 3462- 2009
UL LLC(TST9628) 08CA59132 ASTM D 3161 2009
UL LLC(TST9628) 09NK07896 ASTM D 3161: 2009
ASTM D 34621 2009
UL LLC(TST9628) 10CA50498 ASTM D 3462 2009
UL LLC(TST9628) 10CA84882 ASTM D 3161 2009
UL LLG(TST9628) 11NK14014 ASTM D 3161^ 2009
ASTM D 3462. 2009
UL LLC(TST9628) 12CA24551 ASTM D 31611 2009
UL LLC(TST9628) 4786110543 ASTM D 6381(, 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161'' 2009
UL LLC(TST9628) 4787148748 ASTM D 7158' 2008d
ASTM D 3161., 2009
ASTM D 3462 2009
TBP15001.2 FL18355-R2
I 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
specifically addressed herein.
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TAMKO BUILDING PRODUCTS
CREEK i Asphalt'Shingles
TECHNICAL:SERVICES, LLC
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PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1W'x.36", ASTM D 3161, Class F and ASTM D 7158 Class H self:sealing,3-t6b
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on;both sides withasphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-174"x 36 ASTM D 3161, Class F and ASTM D 7158, Class H self:sealing, 3-tab
(Frederick:& asphalt shingle with fiberglass mat coated on both sides with'asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
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 D 7j158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage@..Premium 13-1/4" x. 39-3/8", ASTM D 3161, Class F and ASTM D , 158
7 , 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 Clas's H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral-granules complying with
ASTM D 3462.
Heritage@ Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral,granules complying with
ASTM D 3462.
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaces 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.
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.:;
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TBP15001.2 FL18355-R2 Page 2 of 11
This evaluation report is.provided for State of Florida product approval under Rule 61 G22 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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TA,,MKO BUILDING PRODUCTS
CREED
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V,ut): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(V d): 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 FBCI requirements. Refer to
the manufacturer's application inIstructions 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`6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch 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.
NAILS
.: : -: : -- ------Nails 6-718"
Are ...------......._ ..........
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
Nailing ..... ---------------- _... 6-7181
Area ----------.... - _::....___......_::.....:��::..:.:�....._.. !
5-118"
But Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
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TBP15001.2FL18355-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
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
Heritage@ Basic Wind Speed(Vut): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requiremlents;
& Solidly sheathed min. 19/32 in. plywood or wood.plank for
Heritage@`Premium new construction; Min. 15/32 in. plywood existing
(Dallas,Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®.Woodgate new construction;Min.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 21:112.
Installation(HVHZ): Installed with 5-518 in. exposure;in accordance with RAS
1;15 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 FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
.Pattern"or"6 Nail Pattern"detailed below.
FASTENERSNAIL ZONE
COMMON
BOND
6-1/8"
EPOS,
U RE 5-5/8"
� I r, V I
12-112" 12-318" -►�- 12-1/2'
L
Figure 3. Heritage®, Heritage®Premium, and Heritage@ Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS iOND AIL ZONE
OMMON
6"1� EXPOSURE 3-6/8"
1i'--l� �4-7-1/2=►�I-7-1/2"-►f4- 7-318"-�f-7-1/2"-�-7-1/2"-►� hf—i?'
I
Figure 4. Heritage®& Heritage®Premium
6NailPattern
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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 61G20-3. The madufacturer 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
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TAM.KO BUILDING PRODUCTS
GREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONE/
ASTENERS COMMON:BO.N.D
6x11$,•
EXP_OSURE 5/8"
i,
1,� �.1�2'.r►�-7-i;l�'4►�-7-3/8'-►�1-7=112�i�F7r1/�� �1„
Figure 5. Heritages Woodgate
6 Nail Pattern
-►�t"�1"i+ 12-172" 1 !-112-17T 01
Common
Common Bond
FASTENERS '
, 1 i
.Y
M T d { T
lf1 O r
39-318"
Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate
Alternate 6 Nail.Pattern
PAINT
LINE
7-.7I8° ------._._...:._______.. _.�=NALL ZONE
1 EDGE.OF
6=1/8°. C.OMMON.
BOND
EXP:OISURE
-
ACCE PTABLE,
FASTENERt LOCATION
DO NOT FASTEN
ALONG-EDGE OF
- ----- ---- COMMON BOND
PREFERRED
FASTENER'
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4,and 6 may be placed in the nail zone as escribed above
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 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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CRE�°"� TA_MKO BUILDING PRODUCTS
. „� Asphalt'Shingles
TECHNICAL SI=RVICEs.LL.0 1
HeritageO Premium Basic Wind Speed(V,ut): Max. 194 mph
(Frederick) Basic Wind.Speed(Vaud): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood.plank for
new construction; Min. 1.5/32• 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: Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:112. .
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 att ched using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE!
FASTENERS �COmm N BOND
x112" EXPOSURE 5"
1"-►I 1-- 11"-► -- 12" -,► -1 i �1
Figure 8. Heritage@ Premium(Frederick)
4:Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMhiON BOND
5112" EXPOSURE 5"
Figure 9. Heritage®Premium(Frederick)
6 Nail Pattern
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TBP15001.2 FI-18355-R2 Page 6 of 11
This evaluation report is provided'.for State of Florida product approval under.Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
I
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- TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Woodgate Basic Wind Speed(Vut): Max. 194 mph
(Frederick) Basic Wind Speed(V.sd): Max. 150 mph
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 I 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'A Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONEI
FASTENERS COt440N BOND
T
5.112" EXPOSURE Y
+-12-3/8"-►�-
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL�ZONEI
COMMON BOND
FASTENERS
T
EXPOSURE 5"
1"--�►� �- 9-1/2" 9-31$°+3+9.112°
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 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. i�
I
TAMIKO BUILDING PRODUCTS
CREEK I Asphalt Shingles
TECHNICAL SERVICES,LLC
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Heritage@ Vintage® Basic Wind Speed(Vdt): Max. 194 mph
(Phillipsburg) 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.
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 21i:1 2.
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 inl 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.
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y u � rxpasue
Q° a rbuh
6., Faso=nets
17.112"
5"
Exposure
Figure 12. Heritage®Vintage@
5 Nail Pattern (non-HVHZ only)
6�ute
4o' w�.F Motch
r
6. FffitefeR Na•1
17-t1r
i
_i
Figure 13. Heritage®Vintage'
6_Nail Pattern
TBP15001.2 FI-18355-R2 Page S 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 duratiod 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 j
CREEK(j TAM BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph
(Frederick&Joplin) 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. 15/321 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 FBCTe' quirements.
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. r
Direction of prevailing wind
harm ,5-1/8" exposure
1 II
Start
Figure 1 here 5-1/8"exposure
lop
Fastener ,�I Fastener
r %-5-5/8" r 45-5J8"
Figure 2 1/4 Figure
„
Figure 14. Hip&Ridge(Frederick&Joplin)
I
TBP15001.2 FI-18355-R2
`i 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. l
II
TAM BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph
(Phillipsburg) 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 FBC requirements;
Solidly sheathed min. 15/32 in, pljiwood 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 FBG'requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away.from the
prevailing wind.
Direction of prevailing wind
Start 5" exposure
here-
Start
Figure 1 here 5
9 » exposure
1"
Fastener Fastener
1/2
Figure 2
g 1/41' Figure 3
Figure 15. Vintage®Hip &Ridge (Phillipsburg)
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TBP15001.2 FL18355-R2 Page 10 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 SERVICES, LLC
I
LIMITATIONS
I
1) Fire Classification is not within the scope of this evaluation. j
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 33-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. A11 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 Maps shed water from the
deck.
7) Installation of the evaluated products shall "comply with this report, the FBC, land 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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5h Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
11111111111.,
RY R. p •, 2015..12.14
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b05'-00'
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�53'. STATE OF
.O • �.
�T�., P,.• �� Zachary R. Priest, P.E.
.< O .
FI t.••' C? .` Florida Registration No. 4
� >♦ 9 7 021
E
i O•.• ♦ Organization No.ANE9641
I� X11/11 N A�11111 9
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 isnot owned;operated,or controlled by any company manufacturing o�distributing products under
this evaluation. I
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.
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END OF REPORT
TBP15001.2 FI-18355-R2 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.
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1
MIAMI-DADE 'J MIAMI-DADE COUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room,208
AFFAIRS(PERA) i Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.niNm1dadLLov/Hera/
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Sun-Tek Manufacturing,Inc.
10303 General Drive
Orlando,FL 32824
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-
Product-Control Section to be used in Miami Dade County and other areas whore allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If thisI product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHd may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Self Flashing(HSF)Aluminum Skylight
APPROVAL DOCUMENT: Drawing No. HSF-002,titled"HSF",sheets 1 and 2 of 2,dated 01/27/2001,
with revision dated 12/15/2010,prepared by Sun-Tek Manufacturing,Inc., signeid and sealed by Jaynes D.
Wells,Jr.,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section,
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant,
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,
model/series and following statement: "Miami-Dade County Product Control Approved",unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance'of this product. j
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of
any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to
comply with any section of this NOA shall be cause for termination and removal'of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade;County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION:A copy ofthis entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 11-0104.09 and consists of this page 1 and evidence page E-1.,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No. 12-0424.05
MIAMI•D) COUNTY Expiration Date:January 10,2016
+IWR Approval Date:July 26,2012
09/f 6x412 Page 1
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Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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A. DRAWINGS
1. Drawing No.HSF-002,titled"HSF",sheets 1 acid 2 of 2, dated'01/27/2001,with revision ,
dated 12/15/2010,prepared by Sun-Tek Manufacturing,Inc.,signed and sealed by James D.
Wells,Jr.,P.E.
B. TESTS "Submitted under NOA #11-0104-09"
1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201i94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entiy Test,per FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of HSF Polycarbonate Aluminum
Fixed Skylights,prepared by National Certified Testing Laboratories,Test Reports No. 210-
3716-1,dated 11/22/2010,with a revision dated 03/07/2010,signed and sealed by Gerard J.
Ferrara,P.E.
C. CALCULATIONS "Submitted under NOA #11-0104-09"
1. Anchor calculations prepared by J&L Wells Consulting LLC,dated 01/04/2011,signed and
sealed by James D.Wells,Jr.,P.E.
D. QUALITY ASSURANCE
1. Miami-bade Department of Permitting,Environment,and Regula#ory Affairs(PERA.)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.12-0110.04 issued to Palram Americas,Inc.for their"Corrugated
and Flat Polycarbonate Panels",approved on 02/23/2012 and expiring on 01/22/2016.
2. Notice of Acceptance No.08-0305.02 issued to SABIC Innovati,Ye Plastics for their"Lexan
-Sheet Products"approved on 04/24/2008 and expiring on 07/17/2013.
3. Notice of Acceptance No. 10-0329.03 issued to Sheffield Plastics,Inc.,for their"Makrolon
Polycarbonate Sheets"approved on 07/07/2010 and expiring on 08/27/2012.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC issued by J&L Wells Consulting LLC;
dated 04/25/2012,signed and sealed by James D. Wells,Jr.,P.E.
"Submitted under NOA #11-0104-09"
2. Statement letter of code conformance with FBC 2007 and no financial interest issued by J&L
Wells Consulting LLC,dated 03/17/2011,signed and sealed by Jalnes D.Wells,Jr.,P.E.
12,
0.0;-7?/61/20
Carlos M.Utrers,P.E.
Product Control Examiner
NOA No. 12-0424.05
Expiration Date: January 10,2016
Approval Date; July 26,2012
E-1
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PART NAME: PRODUCT DRAWING ISHEET OF 2 DWG.#:HSF-002
OUTER DOME.093 POLYCARBONATE DRAWN BY: L.B.REED SILCONE DOME SEAL
(Palram Palsun, Sabic Lexan 9034 or SHeffield Makrolon) (CONTINOUS)
DECO CLIP.060
6063 T-6 ALUMNIUM INSULATED AIR SPACE #6 X 3/4"HEX HEAD
STI-217 SELF-DRILLING
8 PER SIDE
DECO RING.050
6063 T-5
ALUMNIUM STI-208
BUTYL SEALING TAPE INNER DOME.0$0
(CONTINOUS) POLYCARBONATE(Palram Palsun, FRAME.080
Sabic Lexan 9034 or Sheffield Makrolon)) 6063 T-6 ALUMNIUM W a
STI-207 U =.I
CORNERS MITERED O
DESIGN PRESSURE RATING INSULATION OR AND WELDED co W
+-60 PSF AIR SPACE
LARGE MISSLE IMPACT RESISTANCE PVC LINER Z
2_
STS 1000 SEALANT STI-300 Z LL
CONTINOUS UNDER FRAME COMPLY WITH SECTION 2612 ���F� g O
AROUND PERIMETER i OF THE F.B.C. rsu+td oa Cb&
OVER HEADS OF SCREWS ' 14 � �
NOTE: By
(1)ALL ROOF DETAILS SHALL COMPLY WITH
CHAPTER 15 OF THE FLORIDA BUILDING
CODE.
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO
ROOF SURFACE FOR SHINGLES OR B.U.R.
WITHOUT-INSULATION FOR-INSULATION -
0.25" AND TILE ROOF ADD TILE HEIGHT AND 0.25°
INSULATION THICKNESS TO THE 4"MINIMUM
HEIGHT. #8 X 1" PHILLIPS PAN HEAD
MINI.1/4"PROTRUSIONJ ROOF DECK MIN. J&L Wells Consulting LLC
THROUGH ROOF DECK 5/8"THICKNESS 1453 Arbitus Circle 8 PER SIDE
Oviedo,FL 32765 Engineer of Record:
(407)496-5469 James D.Wells,Jr.,P.E.
Certificate of Authorization No.27162 Professional En ineer No.53616
REVISION: REVISION: PRODUCT NAME:
HSF SUN—TEK MANUFACTURING, INC.
INI. 2.15.10 INI' FAT DATE•01/27/01 I SCALE: I DWG No. HSF-002 10303 GENERAL DRIVE ORLANDO,R.32824
n
PART NAME:PLAN VIM HSF
SHEETOF
DRAWN BY: L.S.RED DWG.#:HSF-002
54.50 'NOTE:
—4.00 :(1)ALL ROOF DETAILS SHALL COMPLY WITH
6.75 : CHAPTER 15 OF THE FLORIDA BUILDING
6.75m CODE.
6.75 o o (2)4"MINIMUM DISTANCE FROM ANGLE LIP TO '1.00 MIM.
6.00 Imo--• 0'63 ROOF SURFACE FOR SHINGLES OR B.U.R. ROOLIP F
WITHOUT INSULATION,FOR INSULATION SURFACE
AND TILE ROOF ADD TILE HEIGHT AND
JUT INSULATION THICKNESS TO THE 4"MINIMUM
0
N = HEIGHT.
cd .
32 FASTENERS FRAME TO DECK N POLYCARBONATE DOME.093 THICK
co I co (Palram Palsun,Sheffield Makrolon or Sabic Lexan 9034))
� N
to HSF 4646 co POLYCARBONATE DOME.080 THICK
N oo _ Y (Palram Palsun,Sheffield Makrolon or Sabic Lexan 9034)
m
Co SYME ERICAL L0 � �
!fol ¢ OS
32 FASTENERS DECO RING TO FRANE !
DESIGN PRESSURE RATING
+-60 PSF
— — LARGE MISSLE IMPACT RESISTANCE
Engineer-of-Record: - --- — --- _
FASTENER SCHEDULE FRAME TO DECK FAS•ENER SCHEDULE DECO RING TO FRAME James D.Wells,Jr.,P.E.
#8 X 1 PHILLIPS PAN HEAD SCREWS #6 X3/4 HEX HEAD SELF DRILLING SCREWS Professional Engineer No.53616
MODEL PER LONG SIDE PER SHORT SIDE MODEL PER LONG SIDE PER SHORT SIDE
4646 8 8 4646 8 8 J&L Wells Consulting LLC
3046 8 6 3046 8 6 1453 Arbltus Circle tj
3636 7 7 3636 7 7 Oviedo,FL 32765
2246 8
5 12246 8 5 (407)496-5489
2222 5 5 2222 5 5 Certificate of Authorization No.27162
REVISION: REVISION: PRODUCT NAME: HSF
SUN-TEK 10303 GENERAL DRIVE
INDUSTRIES, INC. ORLANDO,FL 32024
D E•01/28!01 CALE: DWSF-002