HomeMy WebLinkAboutPRODUCT APPROVAL (2) JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE,:COUNTY
FILE # 4403035 OR BOOK 4099 PAGE 530, Recorded 09:17 :08 AM.
ST.LUCIE I ,,
THIS IS TO CERTIFY(THAT THIS IS A
TRUE AND CORRECT COPY OF THE
AFMRRGCORQlNr-RL•TURN'n ORIGINAL. iff(, AYH, EpK
BY: I t �,.
t3'3Puhr Ct rk
FEB' 2 0� 2010 NOW
PER 'UMR11134 c.ioats:
f
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property,and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement. {,
1.DESCRIPTION OF PROPERTY(Legal description and street address)TAX FOLIO NUMBER: 3427-111-000-2000-5
SUBDIVISION BLOCK TRACT LOT BLDG UNIT
,
I
98 Camino Del-Rio Port St.Lucie
2.GENERAL DESCRIPTION OF IMPROVEMENT: Remove existing shingle roof and replace with naw shingle roof
3.OWNER INFORMATION: a.Name Carmen Alonso
b.Address 98 Camino Dei Rio Port St.Lucie c.interest in property clwner
d.Name and address of fee simple titleholder(if other than owner) l: I
4.CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER' Sunshine Rooting,LLC 772-29a-8195 PO Box 1083 Palm City,FL 34991
5:SURETY'S NAME,ADDRESS AND PHONE NUMBER AND BOND AMOUNT: I
6.LENDER'S NAME,ADDRESS AND PHONE NUMBER:
7.Persons within the State of Florida designated by Owner upon whom notices or other documentsmay be served as provided by
Section 713.13(1)(a)7„Florida Statutes:
NAME,ADDRESS AND PHONE NUMBER: t
S.In addition to himself or herself,'Owner designates the following to receive a copy of the Lienoes Noticis'as provided in Section
.713.13(1)(b).Florida Statutes: f +
NAME,ADDRESS AND PHONE NUMBER:
9.Expiration date of notice of commencement(the expiration date is 1 year from the date of recording unless a different date is
specified) , .20
WARNING TO OWNFR•AN PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION C!F'I RF N I a ICF tar COMMENCEMENT
ARE CQNSID,JtED RdPRQPER PAY,t4 PM UNDER CRAFTER 713 FART I SECTION 713 13 FLORIDA STAT MT $ AND CAN RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OE COMMENCEMENT MUST BE RECORDED ANA
POY17Ep ON 71113 108 SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO QBTM FINANCING CONSULT WITH YOU
LENDER OR AN ATTORNEY BEFQRF COMMENCING WORK OR RECORDING YOUR NOTICE OF QQMMENCCEMENT
Signature of Owner or Print Name acrd Provide Signatory's Title Offrce
Owner's Authorized OlTrcer/DirectorftrtnertManager
State of Florida � , I
County of St,Lucie
The f going instrument was acknowledged before me this Any of UC2�_ 201 Il
By UlafmenpflSb as Owner
(Name of person) (Type of authority...e.g.Ownet.of cer,trustee,attorney in fact)
(Name of party on behalf of whom instrument was executed) Personally Known_or produced the following type of ID:
Notary Public Stats of ftrida
rn - Marilyn Kluegel
i ' I (�I 11 i A� rxy ires W1 Won FF 230179
(Pnrrked N of Notary Publi ) (Signal re of Notal Public) is
; �1i Expires Oelzsrlols
Under penalties of perjury,I declare that I have read the foregoing and that the facts in it are true to,the best of my knowledge and
belief(section 92.525,Florida Statutes). I
i Signature(s)of Owner(&)or Owner(s)'Authorized OfPcer[DirectartPartnerlManager who signed above:
B
xnv.06!lt42W7(k=W1Aya
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1/8/2018 Florida Building Code Online I
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Product Approval Menu>Product or Application Search>Application Lis[>Application Detail j
FL# FL18355-114
Application Type Revision
Code Version 2017
Application Status Approved
Comments i
Archived _
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Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802 I' '
(417)624-6644 Ext 2305 !
kerri_eden@tamko.com ! j
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Authorized Signature Kerri Eden
kerri_eden@tamko.com II
Technical Representative Kerri Eden '
Address/Phone/Email PO Box 1404 I
Joplin,MO 64802 j j;
(417)624-6644 Ext 2305
kerri_eden@tamko.com j
Quality Assurance Representative
Address/Phone/Email j I
I„
Category Roofing j
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
I I'
I Evaluation Report-HardcopylReceived
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report I
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
i
Certificate of Independence FL18355 R4 COI TBP15001.4 2U17 FBC Evai Report Shingles final.ndf
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Referenced Standard and Year(of Standard) Standard I Year
ASTM D 3161 i 1 2016
ASTM D 3462 i ' 2010
ASTMD D 7158 I 2011
TAS 100 j 1995
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Equivalence of Product Standards 19
j Certified By Approved Testing Lab i ,
! FL18355 R4 Enuiv UL letter for'standards for FBC 2017.odf
https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQMDquvosrHazGXQWB3MPT3uoW.iDlM2Xti9wuWmY6PQIJlukQ%3d%3d 1/2
1/8/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D j
II I,
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Date Submitted 09/25/2017 i
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017 �I
Date Approved 12/12/2017
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, I
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and Vintage ,
Hip and Ridge Shingles
Limits of Use Installation Instructions j
Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final.pdf
Impact Resistant:N/A Verified By:Zachary Ri-Priest PE-74021
Design Pressure:N/A Created by Independent{Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports i
FL18355 R4 AE TBP115001.4 2017 FBC Eval Report Shingles
final,odf °j I
Created by Independent,Third Party:Yes
it
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Contact Us::2601 Blair Stone Road.Tallahassee FL•32399 Phone:850-487-1824 I
The State of Florida Is an AA/EE0 employer.Copvriaht 2007-2013 State of Florida.::Privacy StIatement::IAccesslbility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address released In respo`ito a public-records request,do not send electronic
mal 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 provldelthe Department with an email address if they have
one.The emalis 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 licensee under Chapter 455,F.S.,
please dick here.
Product Approval Accepts:
CE Ell® 0®
Credit Card
Safe
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https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzID1M2Xu9wuWmY6PQIJlukQ%3d%3d 2/2
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Certificate of Authorization No.29824
C R E E 17'520 Edinburgh Dr
I Tampa,FL 33647
TECHNICAL SERVICES, LLC i; (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
220 West 4th Street j
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS +
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625) I I
SCOPE
Category: Roofing ;
Subcategory: Asphalt Shingles �' a
Code Sections: 1504.1.1,1507.2.5,1507.2.7.1,1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain '
REFERENCES `!
i
Enti Report No. Stal dard I Year
PRI Construction Materials Technologies(TST5878) TAP-043 02-01 TAS 100 I 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 I ! 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 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(17ST5878) 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 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462: 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381; 2008(2013)e1
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) 10CA50498 ASTM D 3462' 2010A
UL LLC(TST9628) 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 6361 :2008(2013)e1
UL LL •
C(TST9628) 4787043752 ASTM D 3161' 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161' 12016
ASTM D 3462 '2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations:' 2017
T131315001A FL18355-R4I ` 1
I Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duratl6n 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 p
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I TAMKO BUILDING PRODUCTS
CREEK ii Asphalt Shingles
TECHNICAL SERVICES,LLC J I,
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides withasphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462. 1 i
4f
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 withlasphalt'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,3ltab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic gianules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
I 1,
Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 17,158, 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 j158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with I mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa) ; E
� I
Heritage®Premium 12"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced witA mineral.;granules complying with
ASTM D 3462. i
Heritage®Vintage® 17-1/2"x 40",ASTM D 3161,Class F and ASTM D 71158,Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
I'
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D71158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingiel surfaced with mineral granules
complying with ASTM D 3462.
i
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. 1;I
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip land ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTMiD 3462:
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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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TBP15001A FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,, or other.product attributes that are not
specifically addressed herein.
jai
TAMKO BUILDING PRODUCTS
CREEKI Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION I '
Elite Glass-5eal(D Basic Wind Speed(VAt): Max.194 mph
(Frederick,Joplin& Basic Wind Speed(V w): Max.150 mph i
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!1 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.
Undedayment: In accordance with FBC raquirernents.
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 a osure in accordance with RAS
( ) 115 and manufacturer's p blished,installation instructions.
I Shingles shall be attached using ,6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/84nch 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.
1;
NAILS j
"I
! -
Nall' �� -5-7=7- -'-77'
• `i'S-118!'
Butt Area
Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only) ;
NAILS I I
i ,
. - - 1°
- -v_ ...- .. — .... . . :: :.. :::
I;I; 8.71i6g : ;
Area
I"
i
5-7l8"
Butt Edge 4'
II' I
Figure 2. Elite Glass-Seal&Glass-Seal j
6 Nail Pattern
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TBP15001.4. FL18355-R4 !'' 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. j
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CREEK I TA. BUILDING PRODUCTS
+ Asphalt Shingles
TECHNICAL SERVICES,LLC
li
Heritage® Basic Wind Speed(Vwj): Max.194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(V8,d): Max.150 mph t i
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. 15/321 in. plywood existing
(Dallas,Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC req uirements;
& 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. j
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 usingl 6 Nail Pattern" detailed
below. I ;
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.
i'
FASTENERS i'i 'NAIL;ZONE
COMMON
BOND
i
6-118" �I
EXPOSURE 5-E/8"
,r � i
lil
1—►I
12-1/2"—►�- 12-318" —►�-- 12-1/2'--I►� 71" i
Figure 3. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENERS f!NAIL ZONE
COMMON
BOND
61 EXPOSURE 6-6ff
i=-►� �t--7-1l2"-►�-7-1/2°-�t-7�1t3'�►�-7-112"-►�-7-112"� ht-1'" f
Figure 4. Heritage®&Heritage®Premiu
6 Nail Pattern
TBP15001.4 F1.18355-114 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-31 The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the durationjor which this report-is valid.
This evaluation report does not express nor imply warranty,installation,recommended usej or other',product attributes that are not
specifically addressed herein. ;
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a
ODUCTS
GREEK I TAIL.- BUILDING
Shingles
TECHNICAL SERVICES,LLC
I
NAILZONF!
ASTENERS. GUMMON'13OND
r
6-118" EltPOSURE 5518" f'�� ,
IT
1-� �47-1/2"-►�-�7=1%2'�►�7�18.=►�F'T=1/27-112 �6-•:1"
Figure 5. Heritage®Woodgate
6 Nail Pattern I
-►�T'�1"ice 12-1/2"�! •=12-1/2"
' i i II
Common Bond
• i FASTENERS ;
CIO
i'
39-318"
Figure 6. Heritage@, Heritage@ Premium, &Heritage@Woodgate
Alternate 6 Nail Pattern
c�
PAINT
I
LINE ;
COMMON:
BOND
EXP:O:SURE.
-:ACCEPTABLE..
FASTENER-LOCATION
DO NOT
FASTEN I'
ALO IS
C.OMMOWBOND
:PREFERRED
FASTENER:
LOCATION
Figure 7. Heritage@(Tuscaloosa) j
Expanded Nail Zone �'
Nail pafferns from Figures 3,4,and 6 may be placed in the nail zone as,
s described above
TBP15001.4 FL18355-114 I " ; Page 5 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 durall&Ifor which this report is valid.
This evaluation report.does not express nor imply warranty,installation,recommended usej or other,product attributes that are not
I specifically addressed herein.
I i
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i
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed(V„u): Max.194 mph !
(Frederick) Basic Wind Speed(Va,d): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. ' ' odor 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 21:12.. ,
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's publishedinstallation 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 siiali be attached using either"4 Nail
Pattern"or"6 Nail Pattem detailed below.
f
i
NAIL ZONE/
FASTENERS COMMON BOND
51,x2° F
OSURE 5"
1 �--- 11 ►}�- ' 12n -- —11"—►, I*— `I
Figure 8. Heritage®Premium(Frederick) ff
4 Nail Pattern(non-HVHZ only) k '
NAIL ZONE/ i
FASTENERS COMMON BOND
i. ,
51/2° n R-
EXPOSURE 5"
� +
9"—
Figure 9. Heritage®Premium(Frederick) !'
6 Nail Pattern
� l
- I f
TBP15001.4 FL18355-R4 j ! Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61(320-3! 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!jproduct attributes that are not
! specifically addressed herein. i I
I
I
i
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TAMKO BUILDING PRODUCTS
CREEK j Asphalt Shingles
� i ,
TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(V,qi): Max.194 mph
(Frederick) Basic Wind Speed(Vew): Max.150 mph
Deck(Non-HVHZ): In accordance with FBC requirements; '
Solidly sheathed min. 15/32 in. plywood dor 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 manbfacturei js published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
i
NA LZONE1
COMMON BOND
FASTENERS
T
5-112" EXPOSURE W
1" 11 12-318"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZOW,,
ENCOMMONiBOND!
FASTERS ;
t �'
EXPOSURE 5"
lit �- 9-1/2" 9 J$"--► 3'j►�-9-1/2"-� �I-1" ,
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
I '
TBP15001.4 FL18355-114 ! Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G204. 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 usel or other product attributes that are not
specifically addressed herein.
I '
IIS '
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Vintage® Basic Wind Speed(Vuil): Max.194 mph
(Phillipsburg) Basic Wind Speed(Ver,d): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19!32 in. plywood,or wood plank for
new construction; Mir i. 15/32 in. 'plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 16/32 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 accordancei with FBC requirements. Refer to
the manufacturer's application instructions when installing
1 9
shingles at slopes reater than 21:12.
9 P
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published f installation instructions.
Shingles shall be attached using"6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in acco'rdance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
Fasteners
-- ---- -- - — — 1 one
— — — — 17.1Q"
i
5" it I
pm
41d �+Ar vvc ,
•v '
Figure 12. Heritage®Vintage® i
5 Nail Pattern(non-HVHZ only)
I
1W E'Rp06-M
Tj[
zi
s
17ur1
7-30 b
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4 i r 1 Page 8 of 11
iThis 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 ttia duratidn,for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use;or otherproduct attributes that are not
specifically addressed herein.
i I
' l
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC I'
I �
I I .
Hip&Ridge Basic Wind Speed(Volt): Max.194 mph !
(Frederick&Joplin) Basic Wind Speed(Vesd): Max.150 mph I
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood;or wood plank for
new construction; Min. 15/32:1 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.7/116 in.OSB existing construction.
Undedayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposu%'e in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end I shall.be away from the
prevailing wind. {
Direction of prevailing wind
tart 5-1/8" exposure
hri
ere-- (�{;
Start i
Figure 1
hem expOSure
I',
i'
e '
lot lot
Fastener I j Fastener
Figure 2 Figure 1/41'4n
Figure 14. Hip&Ridge(Frederick&Joplin) 11
I
I
I.
I'
I;
I
TBP15001.4 FL18355-114 f Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 611320-3! The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duratio'ni!for which this report is valid.
This evaluation report does not express nor Imply warranty,installation,recommended use;or other!'I duct attributes that are not
specifically addressed herein.
I I
I I
l
I '
I, ,
TAMKO BUILDING PRODUCTS
CREEKI Asphalt Shingles
TECHNICAL SERVICES,LLC I 1
I � �
Vintage®Hip&Ridge Basic Wind Speed(Vwt): Max.194 mph
(Phillipsburg) Basic Wind Speed(Vew): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. wood'or wood plank for
new construction; Miri. 1ply5/321 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood nor wood plank for
new construction;Min.7/1 6 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 iniaccordance with the FBC
and manufacturer's published installationl instructions. The
direction of the exposed end ;shalt be away from the
prevailing wind. I i
Direction of prevailing wind I'
Start 5"exposure i
here-
Fn]
imhered
5" exposure
Figure 1
V
5 %'.�� � � •I,,} Fastener
Fastener
I
Figure 2 1/4 Figure 3
Iia
Figure 15. Vintage®Hip&Ridge(Phillipsburg) f• ;
I
i;
i
i
i
iIy ,
TBP15001A FL18355-R4 � Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 6143204. The mariufacturer 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.
� II
i I
I i ;
r
TAMKO BUILDING PRODUCTS
CREEK IAsphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation. I'
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.I
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean ro'Wheight of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris 1;`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 FBC,I'and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail. I �`
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 cc mplianeel,with the Florida Building
Code,6 Edition(2017)as evidenced in the referenced documents submitted by tie named'manufacturer.
R..
;1017.09.25
No 74021 131 :41
oy,eq,y,rplsr,tilnw {
QQ,
:�' STATE OF _I"4 0
T' Zachary R.Priest,P.E. spy
'fesFlorida Registration' No.
s ONp E�''`,` Organization No.ANEl166921
CERTIFICATION OF INDEPENDENCE I �„
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 man,jfacturing'or distributing products under
this evaluation. I''
lel 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. f'
END OF REPORT I°I
i
TBP15001.4 FL18355-114 j [{ 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'far 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 Ci