Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutBuilding Permit ApplicationNOTICE OF COMMENCEMENT
08 too -
Tax Foto No. 13a
d '/4"( r s Q
Permit No. $5, 7Da,
State of Florida County of St. Lucie
dersi ned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
The un g
the following information is provided in this Notice of Commencement.
Legal Description of Property: (and street address if available):
La a
General description of improvement: RE'ROOF
Owner information or Lessee ifor Cation if the Lessee contracted for the improvement:
Name A-
Address—
Interest in property: OWNER
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Name: Treasure Coast Roofing 772-370-8770
Phone Number:
Contractor Address: 9816 SW BILTMORE PSL,FL 34984
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Phone number.
Name and address:
Phone Number:
4
(
)rn N
0. 44t M
n7,WCm
r,ZCD 3ocn fns
Oa
o p 0 � S
Qrn� �rn
z
�0 0
J �
A �
O N M
A
O �
rs
m c
Z -4
c� n
0
C
Lender Name:
Lenders address:
Persons within the State of Florida designated by Owner upon whom not
or other documents may be served as provided by
713.13(1) (a)7., Florida Statutes: Phone Number:
Name:
Address:
to receive a copy of the
In addition to himself or herself, Owner designates
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 yearfrom the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
T BE
DED AND
INSPECTION. IF YOU INTEND TOERTY. A OBTAINIFIOTICE NANCIONG,, CCONCOMMENCEMENT
SULT WITH YOUftL ENDER ORANATTORNEY BEFORE POSTED
ON THE JOB COMMENCCING WORK OR FIRST
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and thatthe facts stated therein are trueto the best of
myykknowledge and belief. --
re of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager
(Signatory's Titl
The foregoing in
By t%4
Name
(Signa
(Print, Typ
before me this day of 11 20f,�
i� 1,.. _
�Ga
.�n
G ,V . `)tet.• r.
-
as C in for
Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
Personally known_ or produced Identification.
of Florida)
ed Name of Notary Public) Type of Identification produced
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
P�rrrri � .Nber:
D ce,
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982 Residential x
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial
PERMIT APPLICATION FOR: Roof
PROPOSED IMPROVEMENT LOCATION:
Address: 7802 SANTANA AVE, FT PIERCE, FL 34951
Legal Description: LAKEWOOD PARK - UNIT 4 BLK 31 LOT 12
Property Tax ID #:
1301-604-0108-100-9 Lot No. 12
Block No. 31
Site Plan Name:
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:
T=EAP, 0-1=F E ALST ROOF..NSTALL FLEW 7&H=IBES- & UNDERLAYMEUT
5%rz P,�ck
CONSTRUCTION INFORMATION:
Waditiona wor to e e orme un er t is permit – c ec a t at app y:
HVAC fi Gas Tank Gas Piping Shutters UVindowsf ©ours
S rinklers Generator Roof
I Electric Plumbing ❑ p
2464 Sq. Ft. of First Floor: 2464
Total Sq. Ft of Construction: n
Cost of Construction: $ 6,000 Utilities: Sewer L�ISeptic Building Height: 1
OW NERAESSEE:
Name DAVID L KUREK
Address: 7802 SANTANA AVE
City: FT PIERCE State:
FL
Zip Code: 84951 Fax: NIA
Dknno Mn
E -Mail: NIA
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
CONTRACTOR:
Hl�smo• BRIAN J MALONEY
Company: TREASURE COAST ROOFING
ark racc 1816 SW BILTMORE —
City: PORT ST LUCIE State: FL
Zip Code: 34984 Fax: 772-343-8358
Phone No. 772-370-9770
E -Mail: TCROOFINGLLCa@GMAIL.COM
State or County License: CCCI330653
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: Not Applicable
Name:
MORTGAGE COMPANY: ^ Not Applicable
Name:
Address:
Address:
City: State:
Zip: Phone: _
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
Name:
BONDING COMPANY: Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with -your -Home Owners Association and -review your deed for a ny restrictions which -may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessary structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvzm ; t -s to yaur property. A Notice of Conan—e- -ement rn-u,,t be- recorded and posted on the job-si'tL-
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording your Notice of Commencement.
Signature of O se Age Signature
STATE OF FLORI ff STATE OF FLORIDA
COUNTY OF � - Com, C' COUNTY OF C
The forgoing instrume t wacknowledged before me The forgoing instrument wad acknowledged before me
this � day of 20 Uby this day of � P 20 /% by
{Name Zwledging } (Name of
per cknowledging )
(Signat r o ry Public State of Florida } (Signatu N tary Public- State of Florida)
Personally Known OR Produced Identification Personally Known � OR Produced Identification
Type of identification Produced Type of Identification Produced
� 4
Commission No. eaif Commission No. (Seal)
Zz
Revised 07/15/20144;:*
REVIEWS
FRONT
ZONING '
SUPERVISOR
PLANS
VEGETATION
SEA WRTEE
WAINGGROVE
COUNTER
REVI-EW
REVIEW
REVIEW
REVI-EW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
ori da Bv.ilciing'::'ode Online
https:ilwww,floridahuilding.org/prlpr_aPp_dti.asipa.?parxsn=wG V;(...
N f
SCIS 14UM Login .User R2gistramn Hot TopLS Slibult SUtchar9_e Stats & faCtS FuMiID09 f13C State DC'S Site Flap Unks Search
Business
Ct
Professional ' _iusrER ruhlk Apr 4l�t?9
. pny_tftec6 Opp oyayl 11en:e > ?mtlutt cr Fup?r,.atbn SOM! s hpp ailon_L AGA�af mai
FL ff - FL 16048-R3
Application Type Revision
Code Version 2014
Application Status Approved
Cor,'amems
Archived
Product Manufacturer TRI -BUILT Roofing Products
Address/PhonejErna il 9050 Louisiana Street
Mersiilville, IN 46410
(201) 842-2449
david. ruiz@, tribuiltmate ri a Isg roup.com
Authorized Signature- David Ruiz
david. ruiz@tribuiltm ate ria isg roup. corn
Technicak Representative David Ruiz
AddreWphone/Emall 250 Route 17 North
East Rutherford, N) 07073
(203)842-2449
david.ruiz@tribuiltmaterials9roup.com
Quality Assurance Representative
Address/Phonef Email
Category Roofsn
Subcategory Underiayments
Compliance Method Evaluation Report from a Florida Registered A:'chitect or a Ucensed
Florida professional Engineer
Evaluation Repot - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Niernine,
the Evaivation Report
65
Florida License LIL LLC
Quality Assurance Entity Ut
Quality Assurance Contract Expiration Date 10/1612017
Validated By Sohn W. Knezevich, PE
Validation Checklist - Hardcopy Received
certificate of independence
Referenced Standard and Year (of Standard)
FL16u48 3. l 3J_3 _�i_CDI_Pd aminen.pdf
stand
ASTM 41970
ASTM G155
FRSAITR1 April 2012 (04-12)
TAS 103
year-
2009
ear2009
2005
2012
1995
5/24/2016 9:58 AIM
i of 2 — - -
.orida Building Code amine
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval M3ethod
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of products
https:i/www.flovi dabail ding.org/pr/pr_app_dtl.aspx?param--wGEVX...
Method I Option D
10108/2015
za/19/2015
10/21/2015
12/15/2015
FL # Model, Number or Name Description
16048.1 TRI -BUILT Roof Undedayrnents Self -adhering, modified bitumen roof underlay ments
Limits of Use Installation instructions
Approved for use in HVHZ., No FL1604B _R3 11 015 10-
Approved for use outside HVHZ., Yes r -E _-_13?1DE .L-A"t�iEPITS rLio a3-R3.pdf
Impact Resistant. NIA Verified By: Robert Nieminert PE -59166
Design Pressure. +N/A/ -45 Created by independent Third Party: Yes
Other., 1.) The design pressure noted nere'rn pertains to use Evaluation Reports
of foam -on tile systems overtop the self -adhering FLIt C]46 Rs "E- 2015_10 FINAL ??
underiayment for one particular application. See Etc Section F _Ls l_!N E .LA Y70, FEr 7 S r._ 4=_'w=, '"-
5,6, for diamiis...1) [refer to ERSection5 for other UmitS-of Created by Independent Third Party.: Yes
Use..
baroc';. �Mcxs
CQrit2G_ Us.; 1444 A01 MUDIVe St leeL'?hQflP.-SA-4 .L1824
The State. of Florida is an fWVEED employer. Sn2pY.C�,b.L2a�7,201i3i�i_e.a .FUUd�.::aly_$ ernen3 :: 64r�-IAY--*t iRenj :: ReCe st temcnt
Under Fiorlda few. emal adares°tS are pudic records. If you do not want your a -mall aildress released In re55por" to a publlc-records request, do not send elecCnvnk
mal to this entity. Instead, wntad the offloe by phone or by tradAlonal mat if you have any qijes:l0n5, plea3e contact 850.487.1395. 'pursuam to Sediria
455.275(1), Fonda Statutes, effective 4tWber 1, 2012, licensees lk-ensed under Chapter 455. F.S. must provide rbc Department wth an emal address if they rezce
one.. The emal5 provided maybe used for OWN communication with the ICensae. However emal addresses are pubkk record. If you do not wish to supply a
persana3 address, please provide the Department with an emal address wfeth Can be made avallsole to the pubik, To determute f you am a licensee antler Chapief
455, FS., piea5e Cltk here .
P—durI �,Ap�pgroval Aecepfs: El z
•.r �t ui-rI:
of "' 5124/20106 q' 5 & A24
EVALUATION REPORT
Allied Building Products Corp.
dha TRI -BUILT Roofing Products
90SO Louisiana Street
Merrillville, IN 46410
SCOPE:
EXTERIOR RESEARCH & DESICN, LLC.
Certificate of Authcricariori #9503
353 CH-RISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 762-9245
FAX. (203) 262-9243
Evaluation Report A42960.10 -12-R3
FL16048- 3
Date of Issuance: 10/25/2012
Revision 3: 10/08/2015
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E, for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5`t' Edition (2014) Florida Building Cade
sections noted herein.
DESCRIPTi®N: TRI -BUILT Roof Underlaytnents
LABEL€NG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPUANCE: This Evaluation Deport is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle -
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through S.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
CEKnFICAY10N OF INDEPEWENCE:.
1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3_ Robert Nieminen, P.E_ does not have no. will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued,
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither TrinitylFRD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which tNs Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
The iacss[r.Le seal appeaeng was =_uthertzed ay Raae:t lfitmintn.
,_r$1 st,�iiie `'ti
P.E. en 10108120I5. This does not sme asan eiectmniraV signed
dacumenl. E"&.ad, sealed Ine,dcaRles ha t, been transmitted to the
Product Approval Admimstrasor and to the named diem
CEKnFICAY10N OF INDEPEWENCE:.
1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3_ Robert Nieminen, P.E_ does not have no. will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued,
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither TrinitylFRD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which tNs Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUIIT Roof Underlayrrtents, as produced by TRI -BUILT, have demonstrated compliance
with the fallowing sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein -
2. STANDARDS:
Section
Property
Standard
Year
1507.2.4,1507.2.8,1507.2-9.2,
Physical Properties
A5TIV D1970
2009
1507.4.5.1, 1507.5.3, 1507.7.3
Physical Properties
S40540.11.13
11/19/2013
1504.6
Accelerated Ws?ather'irg
ASTM G155
2005
1507.3.3
Installation Practice
FRSA/TRI April 2012 (04-12)
2012
1523.6.5.2.7:
Physical Properties
TA5 103
1995
I REFERENCES:
EntttY
Examination
Reference
©ate
ERD (TST6049)
Physical Properties
540540.02.13-1
0211912013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
S40540.03-14
03/26/2014
ERD (TST6049).
Physical Properties
544870.44.14-2
04/G-212014
ERD (TST6049)
Physical Properties
544870.04.14-3
04/02/2014
ERR (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
544870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
543530.02.14-1-R1
051114/2014
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
540540.10.14
20131/2014
ERR (T5T6049)
Physical Propertlrss
SC? 645.02.15
02113/201.5
ERR (TST6049)
Accelerated Weathering
SC8520.014.15
05/27/2015
UL, LLC. (QUA9625)
Qua lityCantroI
Multiple -Listing R16814
09/04/"2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 10/16/2017
4. PRODucT DESCRIPTION:
4.1 Self -Adhering Underly ments:
4.1.1 Tri -Built Sand -11 SA Shingle Underlayment is a self -adhering, glass -gnat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36 -inch sheet width.
4-1.2 Tri -Built SIA HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underiayment
4.1.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaces, 585 modified
bitumen roof under€ayment.
S. 11MITATIONS:
5.1 This is a building code evaluation. Neither Trinity i ERR nor Robert Nierrlinen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is riot part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratingsof.this.product.
Exterior Research and Design, LLC Evaluation Report A4296MG.12-113
Certlfirato ofAufhorizadao 99503 FL160U-133
Revision 3:10/08/2015
Page 2 of 5
TRII INJI 1? 7 _y E R F- �
0 J
5-4 TRI -BUILT Roof Underlayments may be used with any Prepared roof cover where the product is sp-pcificaffy
referenced wiMn F8C approval documents. It not Iisied,. a request may be made to the AHJ for approval
based on this evaluation combined wfth supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atuD the underlayments are as follow -q:
TABLE I ROOF COVER OPT ONS
Underlayment Asphalt Nall -On Tile Foam -On TilWood Shakes
I Shingles. e Metal & shingles slate
Tri -Built Sand -k SA Shingle i
o No No
Underlayment Yes NYes Yes
Tri -Built S/A HT TU Yes Yes
Underlayment Yes Yes �See 5.5.1 Yes Yes Yes
Tri -Built Smooth HT S/A
Underlayment Yes Na _T No Yes Yes Yes
5-5-1 "Foam -Cin Tile" is limited to use of the following Approved the adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
Tri -Built S/A HT TU Underlayment with 3M— 2 -Component Roof Tile Adhesive AH -160 (FL6332) or Dow
TileBond— Roof Tile Adhesive (FL717)
56 Allowable!;UbStraTeS are noted below:
5.6-1 Direct -Bond to Deck:
Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A
Underlayment applied to:
Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB, ASTM D41 primed structural
concrete.
While- not required over plywood, QS6 or Southern Yellow Pine substrates, TRI -BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BJILT requires
tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -
adhering underlayment,
5-6.2 Bond -to -Insulation:
Tri -Built S/A HT TU Underlayment applied to:
�-
Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -an tile systems, insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment System in accordance with FM 4474, Appendix D
or TAS 114, Appendix J.
5.6.3 Bond to Mechanically Attached Base Layer:
ASTM 0226, Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached
per minimum requirements of FRSA/TRI April 2012 (04-12).
Exterior Research and Design, LLC. Evaluation Report A42960.10,12 -R3
CerbffratP O, A.rftorizvthon J19503 FL2&04&R3
Revision 3: 1010812()25
Page 3 of 5
5.&-4 Wind Resistance for tJnderI ment Systems in Foam -Or, Fife A lications: FRSA/TRl April 2412 (04-12)
does rrotaddress witrd uplift resistance of all underiayment systems beneath foam -on the systems, where
the underlayment forms part of the load -path- The following wind uplift limitations apply to direct -deck
underiayment systems that are not addressed in FRSA./TRI April 2012 (04-12) and are used in foam -on file
applications. Maximum design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1.504.9 has already been applied). Refer to FISC 1509 for determination of design wind pressures -
5.6 -4.1 Maximum Design Pressure = -45-0 psf.
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AH3,
Primer: (Optional) ASTM D41
Underlayment: Fri -Swift S/A HT TU Underlayment, self -adhered.
5.7 Exposure Limitations•
5.7.1 Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT 5/A Underlayment shall not be left
exposed for longer than 30 -days after installation
5.7.2 Tri -Built S/A HT TU Underiayment shall not be left exposed for longer than 180 -days after installation.
6. INSTALLATION:
6-1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below -
6.2 Re -fasten any loose decking panels, and check for protruding nail heads, Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri -Built Sand -11 SA Shingle Underlayment Tri -Built $ A HT Til Underlayment or Tri 9uiit Smooth HT SIA
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underiayment in FBC Sect€ons
1547 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI -BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Rall out approximately 10 ft of membrane and peel back the first 3
ft of release film -
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -oft the release film diagonally while holding the
membrane tight. Firmly roll the memi)rane into place to achieve a bond.
Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 -
inches and staggered not less than 2 -ft from vertical seams in the course below. All over -granule end -laps
shall be sealed using either heat -welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the
overlap area at the top of the sheet at 12 -inch o.c,
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the releas-e (raper arra center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge In
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applicatians Tri -Built S/A HTTU Underlayment Only):
Reterence is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile _slippage and/or damage• to the
underlayment.
Exterlar Research and Design, LLC. Evaluation Report A42960.10.12-113
Cerdfkzate of Authorisation x9503 FLIErO48-R3
Revision 3: 10/QS/2o15
Page 4 of 5
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
$. MANUFACTURING PLANT'S:
Contact the noted QA agency for information on product IOCdticr)s covered for F.A.C. Rule 9N-3 CIA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC — QUA9625; (314) 578-3406; kxhancellor@us.ul.rom
- END OF EVALUATION AEPO RT -
Exterior Research and Design, LLC.
Evaluation Report k92950.10.32 -R3
[ertifkote of Authorit06.,, #9503
FLI6048-R3
Revision 3:10!08/2(}15
Page 5 of 5
1�4 �P,V9Z� 41
a1
liCi_S riOme Log in User Registration Hot Topics Submit Surcharg. Stats i, Facts Publicatms F5C Staff - BCl$ Site Map Links Search
1101"kdProduct Approvalppraval
bayr
40-7
tilSElt: Public User
Per Q,, 6 AtD.roue; MeiLma ii Srnrili > _1.1 eW _ > Application natAil
r FL #
Application Type
Lode Ver5ian,
Appitcation Status
Comments
Archived
Product Manufacturer
Address/P hoTte/Emai l
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Em a i 4
Category
-Subcategory
Compliance Method
FL18355-R2
Revision
Zi4
Approved
TAMKO Building Products, Inc.
PO Box 14-94-
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden &tamko.com
Kerri Eden
kerri_eden@tarnko. com
Roofing
Asphalt -Shingles -
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Fiorlda License PE 74021
Quality Assurance Entity CIL LLC
Quality Assurance Contract Expiration Date 01/07!2019
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Cerdflcate of Independence o-, R ' i _C LOP 5P
=nr_2C•sa Pry U,,- Evai uati T-. R.F^cam
Referenced Standard and Year (of wtandard) Standard
Year
AS -YM D 3161
2009
ASTM D 3452
2009
ASTMD D 7158
2008
[AS 100
1995
Equwaience of Product Standards
Certified By
Sections from the Cade
Product Approval Method Method i Option D
Date Submitted
12/16/2015
Date Validated
12/18/2015
Date Pending FBC Approval
12/19/2015
Date Approved-
02/S6J2iij
[Sate Revised
05/09/2017
Fn
FL # Model, Number or Name Description
18355.1 Glass -Seal, Elite Glass -Seal,
ASTM D 3452 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 Instructions
Approved for use in HVHZ: Yes
Approved for use outside HYHZ; Yes
Impact Resistant: N/A
Verified 8y: Zachary R. Priest PE -74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Sea evaluation report for omits of use.
Evaluation Reports
r ' ; I ' r- = f:
Created by independent Third Party: Yes
Balk .'v�eh-^
Gontack 115-::.25173 &air5toae•-7ioad. Tallahassee FL 3239a: Phan, -S5V"&T—;$7-+
Tile state of Flarlda is an AAgiffO employer. Conyriaht 2007-2013 State of Flur da.:; privacy, sratemeni :: P:t9eSsrbiliw Sratement Refund Statement
Under Florida law, ernall addresses are public retards. if you do not want your e-mail address released in response to a public -records request, do not send eiectronic
.rs it to this entity. Instead, contact the offirt by phone or by tradit:enal ,nail. If you have any que5tion5, please cantact 350.48.7.1395- ;Finsuant La Section 455-2?S
,1},. Fkocda Statutes, effective October 1, 2912, 17eensoeS licensed under Chapter 455, e -q. must pravkde, the f7eparment wlth an email address if they have one. The
emai6 provlded may be -Sell for official camrur icatiop with the Ilcensee. However email addresses are public record. It you do not wish to supply a personal address,
pfease provide the Department vaZh an erred address •ahIch can be made available to t#e public. To derermiue it you are a licensee under Chapter 455, F. S., please
cock be, .
Product Approval Accept :
-.--. �AF f.-." i
Credit. Card
Safe
CREEK
TECHNICAL L. E "I E S, LLC
EVALUATION REPORT
Manufacturer.
Category:
TAMKO BUILDING PRODUCTS
Standard
220 West 41' Street
PRI Construction Materials Technologies (TST5878)
Joplin, MO 64801
TAS 100
(417) 624-6644
Martufar—turing Plants-:
Joplin, M0
TAS 1130
Phillipsburg, KS
PRI Construction Materials Technologies (TST5878)
Frederick, MD
TAS 100
Dallas, TX
PRI Construction Materials Technologies (TST5878)
Tuscaloosa, AL
Quality Assurance:
UL LLC (QUA9625)
SCOPE-
CS
TAP -117-02-01
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE 6' EDITION (2014)
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
REFERENCE-&
Issued December 14, 21715
En!gy
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 1130
1995
PRI Construction Materials Technologies (TST5878)
T AP -054-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -914-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TS T 5878)
TAP -130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -131-02-01
TRS 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
PRl 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)
022NK9507
ASTNI D 3161
2009
UL LLC (TST9628)
04NK24366
ASTM D 3462
2009
UL LLC (TST9626)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
UL LLC (TST9628)
06NK03898
ASTM D 7158
ASTM D 3161
2008d
2009
UL LLC (TST9628)
08CA59132
ASTM D 3462
ASTM D 3161
2009
2009
UL LLC (TST9628)
09NK07896
ASTM 1131.6.1
2009
UL LLC (TST9628)
10CA50498
ASTM D 3462
ASTM D 3462
2009
2009
UL LLC (TST9628)
10CA64882
AST%i' D 3161
2009
UL LLC (TST9628)
11NK14014
ASTM D 3161
2009
UL LLC (TST9628)
12CA24551
ASTM D 3462
ASTM D 3161
2009
2009
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)ei
UL LLC (TST9628)
4787043752
ASTM D 3161
2009
UL LLC (TST9628)
478714874E
ASTM D 7158
2008d
ASTM D 3161
2009
ASTM D 3462
2009
T3P15001.2 FL18355-R2 Pagel 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 reports valid_
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
--pL-o -tally piddressed herein.
CREEK
iAMKO SUILDiNG PRODUCTS
�x Asphalt ShinglesTEC:€ LAICAL. SERVICES. LLC
PRODUCT DESCRIPTION
Elite Glass -Sealer 12-114" x 36", ASTM D 3161, Class F and ASTM D 7156, Class H self-sealing, 3 -tab
(Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules rompiying with ASTM D 3462.
Glass -Seat
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
Heritage®
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage(N Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritages Premium
(Frederick)
Heritage® Vintage(D
('Phillipsburg)
HeritageO Woodgate
(Dallas & Frederick)
Heritage® Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage] Hip and Ridge
(Phillipsburg)
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.
12-114" x 36", 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 1) 3462_ Shin les shall be used in the non-HVHZ oral
13-114" x 39-318", 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.
13-1/4" x 39-318", 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" x 36": 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.
17-1/2" x 40'", ASTM D 3161, Glass F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-114" x 39-318", ASTM D 3161, Class F and ASTM D 71.68, Class €-i fberalass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36-318", 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.
12-114" x 12", ASTM D 31.01., Class F fiberglass reinforced, flip andridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x"12", ASTM D 3161, Glass F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
TBP15OOi.2 FL18355-R2 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20 1 The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assLrance 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
specificalty addressed hureiar.
r'
CREEK
INSTALLATION
Elite Glass -Seal@
Basic Wind Speed (V„fi)_
(Frederick, Joplin &
Basic Wind Speed (Vas,i):
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underiayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
Naming
Area
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 rnph
In accordance with 1=BC requirements,
Solidly sheathed min. 39132 in. plywood or wood plank for
new construction; Min. 15132 in_ ;plywood existing
construction.
In accordance with FBG requirements;
Solidly.shreaathed min. 15/32 in, plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FSC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-118 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "o Nail Pattern" detailed
below.
Installed with 5 -118 -inch exposure in accordance with FRC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Dail Paitem" detailed below.
Figure 1. Elite Glass -Seal & Glass -Seal
4 !Vail Pattern (Non-HVHZ only)
NAILS
-70
R
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
S !Vail Pattern
rTV'
5-1781,
TBP15001,2 FL13355-R2 Pages of 11
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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.
t`$CREEK
TAMKO BUILDING PRODUCTS
TEcHl ICAL SERVICES. ILL..
Asphalt Shingles
Heritage@
Basic Wind Speed (V„rc):
Max. 194 mph
(Dallas, Frederick, Joplin,
Basic Wind Speed (Va,d):
Max. 150 mph
Phillipshurg & Tuscaloosa)
Dark (HVHZ):
in accordance -with FBC requirements.
&
HeritageqD Premium
Solidly sheathed min. 19132 !n. plywood or woad pfank for
(Dallas, Frederick
new construction: Min, 15132 in. plywood existing
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
construction.
in accordance with FBC requirements,
&
Heritage@ Woodgate
Solidly sheathed min_ 15/32 in. plywood or wood plank for
(D21ias & Frederick)
Underlayment:
new construction; Min. 7/16 in. OSB existing construction.
In accordance with I=BC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. q ements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ):
#nstalled with 5-5J8 in. exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installation (Non-HVHZ):
Installed with 5-5/8 in_ exposure in accordance with. FBG
reouirements and manufacturers published installation
insiructicns. Shingles shall be attached using either "4 flail
Patters:' or '6 Nail Pattern” detailed below_ Y
6-1/8"
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSU RE 6-S,'8"
1 " j -- 12-112" -►�- 12-3/8" - ►� 12-112' "1 �--i P
Figure 3. Heritage, Heritaged Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
61
1 "� �`: -i12` "1` r' -1;2°i ►� : 3,,$°"-+r.�--1r°-••�- Eft°� �-1
Figure 4. Heritage(2) & Heritage® Premium
6 Mail Pattern
NAIL ZONE
COMMON
BOND
!E 5-5iS"
TBP15001.2 FI -18355-R2 Page 4 of 11
This evaluation reporl is provided for State of Florida product approval under Pule 61G20-3. The rr anufacturer 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, install, -tion. recommended use, or other product attributes that are not
specifically addressed herein_
}f
4 t ^CREEKTECHNICAL SERVICES. —ILC
TAMKO BUILDING PRODUCTS
S
Asphalt shingles
NAIL ZONE/
COMPAON BOND
EXPOSURE 5 518"
111 �7-if2`=+7-ii2'+7-8i8 g-7.lf2 7-i121� k-1
Figure 5. Heritage®R Woodgate
6 Nail Pattern
0 cGrnmon Bond
7
Figure 6. Heritage@, Heritage(g) Premium, & HeritageO Woodgate
Alternate 6 Nail Pattern
PAI NT I
LINE.-,
- - - - -- - - - ------------------ - - J --NAI L ZONE
EC3GE OF
COMMON
ti
k
EXPOSURE
5-5181,
ACCEPTABLE
`FASTENER LOCATION
is-'£ DO NOT FASTEN
j ALONG EDGE OF
----- ----------ti -- GOIUIMON BONE?
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage@ (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and S may be placed in the nail zone as described above
TRP i 5001.2 F -1-18355-R2
11
This ePage 5 of
valuation report is provided for State of Florida product approval under Rule 61 G20-3. The manuracturer shall notify CREEK
Technical Services, LLC of any product changes or quarriy assurance changes ttroughou[ the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recornmended use, or other product attributes that are not
speeificaify addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage@ Premium Basic Wind Speed (VU,;):
(Frederick) Basic Wind Speed (V,,,,0
Deck (HV'HZ):
at/2"
Deck (Nan-HVHZ)
Underlayment:
Min. slnpe_
Installation (HVHZ):
Installation (Non-HVHZ):
TAfvIKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 159 mph
In accordance wiih FBC requirernent%
Solidly sheathed min. 19132 in. plywood or wood plank For
new construction: Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction: Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance- with FBC requirements. €ieWl, to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
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.
Installed with 5 in. 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.
NAI L ZONV
dOMMON BONE)
E 5"
I
12" --11"—.( �--v
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONF-1
FASTENERS Cidl`vtMON SOND
J112"EXPOS E 5"
L I - ."1 -1- - I
Figure 9. Heritage@ Premiums (Frederick)
6 Nail Pattern
TBP15001.2 FL1E355-R2 Page 6 of 11
This evaluation report is provided for State of Florida prodtact approval under Rule 61G20-3_ The rnanuiacturer shall notify CREEK
Technical Services, LLC of any product changes or qualay assurance changes throughout the duration for which this report is valid.
This evaluation repot# does not express nor imply warranty, installation, recUmrrended use, or other produce attributes that ata not
specifically addressed hip -rein,
TEcHNICAL SERVICES. LLC
Heritage@ Woodgate Basic Wind Speed (Vw):
(Frederick) Basic Wind Speed (Vasa):
Deck (Ntxrr-HVt i2):
Underiayment:
Min. slope:
Installation (Non-HVHZ):
ASTENERS
TAMKC BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accs:rdance with FBC requirements,-
Solidly
equirements,Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. ©SB existing construction.
In 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.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached fusing either °'4 Nail
Pattern" or "6 Nail Pattern" detailed below.
�T
EXPOSURE Y
NAI.1 10NEa
COMMON BOND
�9' 12-3/8" 11 —� k -1' -
Figure 10. Heritage@ Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS
COMMON BONE'
FOS
5.1 /Z
1 --ill � 9-112" 3' 9-31°"�3'++1�* 9-112" -� �-11
Figure 11. Heritage@ Woodgate (Frederick.)
6 Nail Pattern
T13P15001.2 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
specfficaaliy addressed trareim
dd
S
CREEK
TECHNICAL SEPVICES. LLC
Heritage@ Vintage® Basic Wind Speed (V,qt):
(Phillipsburg) Basic Wind Speed (Vass):
Deck (HVHZ):
Deck (Nan-HVHZ):
Underlayment.
(Min- slope:
Installation (HVHZ):
Installation (bion-HVHZ)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 1501 mph
In accordance with FBG requirenzants;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction, Min. 15132 in. plywood existing
constpi0on.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in, plywood or wood plank for
new constriction; Min. 7116 in. OSB existing construction.
In 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.
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's pub€fished installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance with FBC
requifemefrts and manufacturer's putslished installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or -6 Nail Pattern" detailed below.
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ: only)
i` rtp—M
i / Nauh
r�r
Zone
37-1J2"
ra
I
7-11�--e-7.3fR` T•3R'—Fj.r—giFr---- 7�dQ!" t
7-ur
;UX
Figure 13. Heritage@ Vintage
6 Nail Pattern
T BP15001.2 FL 1®355-R2 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 81G20-3. The manufacturer shall notify CRE -FK
Technical Services: LLG of any product changes Of 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.
f` i �agr�.ne a'
y
-
t.
j
— y - F.s'.rners �►
- r5�•ihr•
��or�
17 ll2"
EX�-y.::
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ: only)
i` rtp—M
i / Nauh
r�r
Zone
37-1J2"
ra
I
7-11�--e-7.3fR` T•3R'—Fj.r—giFr---- 7�dQ!" t
7-ur
;UX
Figure 13. Heritage@ Vintage
6 Nail Pattern
T BP15001.2 FL 1®355-R2 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 81G20-3. The manufacturer shall notify CRE -FK
Technical Services: LLG of any product changes Of 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
K
TECHNir-ALSi RVJC S, LLC
Hip & midge
(F=rederick & Joplin)
TANIKO BUILDING PRODUCTS
Asphalt Shingles
Basic Wind Speed (VL,,):
Max. 194 mph
Basic Wind Speed (V):
Max. 150 mph
Deck (t €V{ If:
In accordarrce with FBG requ€rernertts;
Solidly sheathed min_ 19132 in. plywood or wood plank for
new construction; Min- 15132 in. plywood existing
construction,
Beck (Non-HVHZ):
In accordance with FBC requirements:
Solidly sheathed min- 15132 in. plywood or wood plank for
new construction; Min. 7/16 in. USB existing construction.
Underlayment:
In accordance with FBC requirements.
Klin. slope:
2:12 and in accordance with FBG requirements.
Installation:
Installed with 5-118 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 5-1/8" exposure
here-
nI
Figure 1
11 1 »
Fastener
�5-5J8"
Figure 2
J
Start
mere 5-1/8" exposure
j
Fastener
Figure 3
Figure 14, Hip & Ridge (Frederick & Joplin)
TSP15001,2 FL18355-R2 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify CREEK
Technicai 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 vrarraniy, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SEIRVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (Vu,,):
(Phillipsburg) Basic Wind Speed (V„d):
Deizk,(I•I,.VHZ):
Deck (pion-HVHZ):
€Jnderiayrnent:
Min. sbpe:
installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 154 mph
In accordance- with FBC requirements.-
Solidly
equirements.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 ruin. 15132 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance wits: FBC requirements.
2:1`2 and in accordance with FBC requirements.
installed with 5 inch exposure in accordance with the FSC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction Of plrevailin� wind
i
Figure
Fastener
Figure 2
1„
Fastener
"-5-1/2”
1/911 Figure:3
Figure 15. Vintage0 Hip & Ridge (Phillipsburg)
TSP15001.2 FI -18355-R2
This evaluation report is provided for State cf Florida redact a Rage td of 31
P Rproval under Rule fi i G?Q-3. i tie rnarrvtactmer 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'
CREE
K
TEcHJNlC_. L SERViCES, LL.0
LiMtTATIONS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
1) Fire Clagsification isnot 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 shalt be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 appties 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_ 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 frDrn the
deck.
7) Installation of the evaluated products shall Comply with this report, the FBC, and the manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shelf prevail.
8) All products listed in this report shalt 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 5`h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
t%% illilll
�
.N FiY R. p !r,
• i�� fit✓
No 74021 r
Q'. STATE OF fCr�
CERTIFICATION OF INDEPENDENCE
2015.12.14
13.44.19
—05'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization tato. ANE9641
CREEK.Techrical Services. L� G 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 oArned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, F.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, R.E.-dues not have, nor will acquire,.a financial irdereskin any other entity involved in the approval process of the
product.
END OF REPORT
TSP15001.2 FL13355-R2 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule fit G20-3_ The manufacturer snail notify GREEK
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.
oridaBuildina Code Online https:Owww.flofidabuiiding.org/pr/pi�-apP dtl.aspx?param=wGENr,
{.f y� 4Ci5 tinrie Leg in 05,tr Registration Hot Topics 5ukuit Sarcharge Stats & Pads Pubilcatbps PaC Staff BC15 5Re Map up k* cea;c�
BC�j�.j?I�lji{es{�l}y} {{j Product Fa{s�trmv3l
Dr Sial essio Sal USER; PUijk Us>>r
r
pm6c�ct tasgv�l.fygn,x > vm 'u' % ^r t�kg. dt ri_Sg.?}x'y s AA1kPJP!J t > Appficati®rt i]Etai
EL FL15048-R3
Application Type Revision
Code version 2014
Application Status. Approved
Comments
ArChlved
Product Manufacturer TRI-BMIX Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville, IN 46410
(201) 842-2449
david. rusz@ tribuiltmate ria Isgroup.Com
Autharl2ed Signatuci= David Ruiz
david. raiz@tribuiltmaterialsg roup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, N7 07073
(201) 842-2449
david.rul z0g.tribuiltrnateriaIsgrouo.com
Duality Assurance Representative
Address/phonejEmail
Category
Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered -Architect or a-Licanyied
Florida professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License
PE -59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10116/2017
Validated By
Sohn N. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
_ _ - _ 3 CCt_2�IS_Q_Ct}:_M1(ieininen,pdf
standard
ASTM D1970
ASTM G 155
FRSAM1 April 2012 (04-12)
TAS 103
Year
2009
2005
2012
1995
5/24/2016 958 AM
orida Building Code [?mine httpsliv;-sAw.floddabuilding.org/pf/pi_appAfl.aspx?param�uGF-VX,.-
EGuivmence of Product Standards
Certified By
Sectiuns from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/08/2015
Date Validated 10/19/2015
Date Pending FBC Approval 1012 1/201 5
Date Approved 12.119/2015
Summary of Products
FL # Model, Number or Name Description
16048.1 TRI -BUILT Roof Underiayments Self -adhering, t odTied bitumen roof underlayments
Limits of Use Installation instructions
Approved for use in HVHZ: No R-16048 P-3 11 015 10 FINAL ER T_F,I-
Approved for use outside HVHZ: Yes BUE:i UNDERLAYMENTS_"`i_1na48-R3,pdf
Impact Resistant: N/A Verified BY: Robert Nieminen PE -54165
Design Pressure: +N/A/ -45 Created by Independent Thlyd Party: Yes
Other. 1.) The design pressure noted herein pertains to Use Evaluation Reports
of foam -on the systems overtop the self -adhering c' 042 = 1 r ';,: r_., TPI -
Y p fi - _ __s,E A.� � __ �
underlayment for one particular application. See ER Section 3ll:l.T L,N7'E;: LCI':
-5--d for details.. 2.) Refer to �;R-Stiction 5 for Otter Limits of Created by indepe
Use.
9a ok ;Nara
CWfit-rls ;: 1?4..Q S39 .i? Ntonrtle 5ireet 73tlahaysee_ �,Z3QQ Phonc: ASg, 87-1924
Fht' State Of Florida l5 an AkIEC-0 employer. O9PY.CitL2k07-2£r11taLeLPiv r(da.:: P[NNs1cr Statement :: AcY.gIRv 55 terrF�pj, :: g;1yrSEater7menl
Under Fiarida law, emal addressgs areprlW facollls. IF you do not want your a-maf vWdress takased in response to a pudic -retards requW, do not send electronic
mal to this entity. Instead, mnlact the office by Phone or by traditional mal. S YOu hate any questions. please contact 850.467.1395. `Pursuant to Section
455.275(1), Florida Statutes, e€(ectIve October 1, 20i2, tcensees llce:ged Under Chapter455. F.S. must provide the Department with an emal address r they have
one. The ernats Provtied may he used for ofticlal communication wtir the kensee, However emal addresses are public record. If you do not wish to supply a
Personal address, please PrOVlde the Department w th an emat address which can be made avatleule to the Mink To determine r you are a Icensee under Chapter
455, F -S., please cAcfr here
Pjrr.ddk.2 AApjn waall A—pt.-
r'e -113"II
2 oft 5124/2015 9i58 A,"vl
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LEC.
Certificate of ,Authorization A09503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Allied Building Products Corp. Evaluation Report A42960.10.12 -R3
dbaa TRI -BUILT Ro-ofing. Pro -divas: Ft16048-R3
9050 Louisiana Street Date of Issuance: 10/25/2012
Merrillville, IN 46410 Revision 3: 10/08!'2013
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nierrlinen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5tt' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION. TRI -BUILT Roof Underlayments
LABEtING: Labeling shah be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein,
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity] ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Cade Cycle.
ADVERTisEmENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, Chen it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Fvaluation Report 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 Evaluation Report consists of pages 1 through 5_
Prepared by:
i
Robert J. M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
.CENTIFICATIUM CIP INUE.QENr3Ei510E:,
1. Trinity IERE) does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3_ Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.€. does not have, nor will acquire, a finandai interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinityl€RD nor Robert {Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
The fnstmlle seal appearng was audiamed oy Rnbett Nieminen.
¢..L inn 70108%1015.. Trus does nix Sem[ as Mi fipmm�iC fly signeff
document. Signed, sealed h-&.ples have heen. tram; irted to,he
Px dua Appmval Admm!ssran and to the mamed diem
.CENTIFICATIUM CIP INUE.QENr3Ei510E:,
1. Trinity IERE) does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3_ Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.€. does not have, nor will acquire, a finandai interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinityl€RD nor Robert {Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Saab -Category: Underlayment
Compliance Statement: TRI -BUILT Roof Under(ayrnents, as produced by TRI -BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the €nstallation Requirements and Limitatians./.Conditions of Use set forth herein -
2. STANDARDS:.
Section
Property
Standard
Year
1507.2.4, 1507.2.$, 1507.2.9.2,
Physical Properties
ASTM D1970
2009
1507.4.5.1, 1507.5.3, 1507.7.3
1504_E
Accelerated Weathering
ASTM G155
2005
1507.3.3
Installation Practice
FRSA/TRI April 2012 (04-12)
2612
1523,6.5.2.1
PhysicatRroperties
TAS 103
1995
I REPERENCE5:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
540540.02.13-1
02/1912013
ERD (TST6049)
Physical Properties
540540.11.13
11%19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03/26/2014
EAD (TST6049):
Physical Properties
544870.04.14-2
04/()2/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-1
04/10/2014
ERD (T5T6049)
Physical Properties
544870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
543530,02.14-1-111
05/14/201.4
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physica€ Properties
540540.30.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02-15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing 816814
09/04/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering UnderlaVments:
4.1.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, 5B5
modified bitumen roof underlayment, with a 36 -inch sheet width.
4-1.2 Tri -Built 5/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri -Built Smooth HT 5/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified
bitumen roof underlayment.
S- UmiTATioms:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose,
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings, of this product._
Exterior Research and Design, LLC cvaivaticn deport A429fi0_10.12-R3
CertFfkr to 4Authotlxntion 94503 FL16048.133
Revision 3! 10/0812015
Page 2 of 5
TRINITY ER
5.4 TRI -BUILT Roof Underlayrnents may be used with any prepared roof cover where the product is specifically
referenced within F8C approval documents. If not listed, a request may be made to the AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allow -able roof covers applied atop the underlayments are as follows:
TASLE 1: ROOF C01IER OP77opi5
Underlayment Asphalt wood Shakes
Shingles Nall -On Tile Foam -on. Tile Metal Slate
& Shingles
i Tri -Built Sand -R 5A Shingle --
Underlayment Yes No No No Yes Yes
Tri -Built S/A HT TU Yes
Underlayment les Yes Yes Yes yes
--- ._. See 5.5.1
Tei -Built Smooth HT S/A
Underlayment Yes I No No Yes i Yes Yes
5.5.1 "Foam -on Tile" is limited to use of the following Approved the adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
i Tri -Built S/A HT TU Underlayment with 3m— 2 -Component Roof Tile Adhesive AH -160 (FL6332) or pow
TileSond— Roof Tile Adhesive (FL717)
5.6 Allowable substrates are noted below:
5.6-1 Direct -Bond -to peck:
Tri -Built Sand -R SA Shingle Underlayment, Tri -Built 5/A HT TU Underlayment or Tri -Built Smooth HT SjA
Underlayment applied to:
i- Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed 05B, ASTM D41 primed structural
concrete.
While not required over plywood, OSB or Southern yellow Pine substrates, TRI -BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI -BUILT requires
tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -
adhering underlayrnent-
5.6.2 Bond -to -insulation:
Tri -Built S/A HT TU Underlayment applied to:
Y Dens Deck Prime; SECU ROCK Gypsum -Fitter Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D
or TRS 124, Appendix J.
5.6.3 Bond to Mechanically Attached Base Layer:
ASTM D226, Type I or fl €elt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For' installations under foam -on file systems, base layer shall be attached
per minimum requirements of FRSAJTRI April 2012 (04-12).
Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R3
CerUfkate of Aatharizadorr Ag503
FL16048-R3
Revision 3: 10/08/2015
Page 3 at 5
f.1
TRINITY ERE)
5.6.4 Wind Resistance for Underla trent S stems in Foam -on Tile Applications: FRSA/TRI April 2012 (04 1Z).
does not address wind uplift -resistance of all underlayment systems beneath foam -on tile systems, where
the unriedayment forms part of the load -path. The following wind uplift €imitations apply to direct -deck
underlayment systems that are not addressed in FRSAITRI April 2012 (04-12) and are used in foam -ors the
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FSC 1609 for determination of design wind pressures.
506.4.1 Maximum Desi n Pressure = -4� 0 sf.
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Aii1.
Primer. (C0011al) ASTM D41
Underlayment: Tri --Built 5/A HT TU Underlayment, self -adhered.
5.7 Exposure Limitations•
5.7-1 Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30 -days after installation
5.7.2 Fri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation.
INSTALLATION:
6,1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT pub€"shed installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
5.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Tri -Built Sand -ft SA Shirt le Underlayment, Tri -Built 5 A HT TU Underlayment or Tri -Built Smooth HT SIA
Underiayment;
6.3.1 Shall be installed in compliance with the requirements for ASTM D197C underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3,2 Non -Tice aep ications:
While priming is optional, TRI -BUILT recommends priming the deck if the final roof cover is not siated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, Peel -off the release film diagonally while holding the
membrane tight. Firmly roll the membi ane into place to achieve .a borrd.
Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 -
inches and staggered not less than 2 -ft from vertical seams in the course below. All over -granule end -laps
shall be sealed using either heat -welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the
overlap area at the top of the sheet at 12 -inch o.c.
For Valleys and Rides: Cut.underlayment into 4 to 6 foot lengths. Peel the release p -aper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point, and work upward.
6. 3.3 Tile Applications Tri -Built S/A HTTU Underlayment only)-
Reference
nl :Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment.
Exterior Rese2tCh and [resign, LLC_ Evaivatton Report A42960.20.22-R3Certlfiarte afAuthorkation a95V3
FL1r07&R3
Revision 3:10108/201.5
Page G of 5
7. BUILDING PERWT REQUIREMENTS:
As required by the Building €3TficOl or Authoro Having Jurisdiction in order to properly evaluate the installation of
this product.
$• MANUFACTURING PLANTS;
Contact the noted QA agency for information on product locations covered for F,A.C. Rule 9N-3 CLA requirements.
9. QUALIiYASsuRANCE ENTITY:
Jt, LLC —QUA,96Z5; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC
Certificate of autharizorion 9951)3 EvaluatioP Report AQ960,10.12-R3
FL16048-R3
Revision 3:10/0812()!5
Page 5 of 5
i z
BCLS Home Log til user ReQistratiarl Hat Tonics Submit surcrwrge Stats & Facts PubKca[ioas FBC Staff BUS Site Map bilks SeartR
b-r
Product Approval
4o)
USER:. Public User
. : , P
Mpnit 3 Em! r rzr A!)Mr _,_ 5 - Application Detail
FL # FL18355-R2
Application Type Revision
CodeVersion 2014
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Ad rrss/Ptmn lEna91 FO-Eox Y4-0-4
Joplin, MO 64802
(417) 624-6644 Ext 2395
kerri_eden@tamko.com
Authorized Signature Kerri Eden
kerri eden@tarriko.com
Technical Representative
Address/Phone/Finail
Quality Assurance Representative
Address/Phone/Email
Category Roofing
-Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida ProfessionaE Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaivacion Report
-Florica License PE 74U71
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2419
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence F1 16:5 }, LO-, T6P15001. % rt3 Z[,I 1 ?rcuci Evaiunticn nem rt
Referenced Standard and Year (of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 146 1995
Equ!valence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/16120tS
Date Validated 12/18/2015
Date Pending Fl Approval 12/19/2015
Uate Approved= 02/W/Z(j16
Date Revised 05/0912017
UMMa of Products
FL # Model, Number or Name Description
18355.1 Glass -Seal, Elite Glass -Sea{, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, l Premium,
Heritage Woodgate, l
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in ll Yes
Approved for use outside HVl yes
Impact Resistant; N/A Verified By: Zachary R. Priest l
Design Pressure: N/A Created by independent Third Party: yes
Other: See evaluation report for limits of use, Evaluation Reports
L Y S 3?
Created by Independent Third Party: yes
,he StatE of Florida is an AAjFF0 employer. ran yight 2007-2013 Stale of Floridg,:: Pnvaty 5ratement :: AccC4sihiiiry Statement _: Refund Statement
Under Florida law, email addresses are public racor&. If you do not wane your e-rnau address released in response to a public -records request, do not send elertrnnic
mail W this entity. Instead, contact the office by Phone or by Z:adittmal m.11. if you have any questions, PlEabe contact 850AS7-1.395. -Pursuant to Section 455,2}5
;1), Monde Scatuces. effecjve October 1. 2012, licensees licensed under Chapter 455, F -S, must Provide the Department with an email address is they he,. .... The
c"nailb Provided may be "ed far official cummunic6non n-th he However em& addresses are Public record. If you do not wish w supply a Pers—address,
please provide the Department with an erna,l address which can he made avaUat)le to the potille, To determine if van are a licensee under Chapter 455, F -S., please
click here -
Product Approval Aocepi—
Q,
Cl Card
safe
-*.moi
`.
EVALUATION REPORT
Manufacturer:
TANIKO BUILDING PRODUCTS
Standard
220 West 4L° Street
PRI Construction Materials Technologies (TST5878)
Joplin, MO 64801
TAS 100
(417)624-6644
Manufacturing Plants:
Joplin, MO-
TAS 100
Philliosourg, KS
PRl Construction Materials Technologies (TST5878)
PFI Construction Materials Technologies (TST5878)
Frederick, MD
TAS 100
TAS 100
Dallas, TX
PRI Construction Materiats Technologies (TST5878)
Tuscaloosa, AL
Quality Assurance:
UL LLC (QUA9625)
SCOPE
-1W-02-01
TAP -131-02_01
Certificate of Authorization No, 29824
17520 Edinburgh Dr
Tampa, FL 33647
(8131480-3421
FLORIDA BUILDING CODE 6z" EDilTIaN (2014)
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
Issued December 14, 2015
En2y
PRI Construction Materials Technologies (TST5878)
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP -043-02-01
TAP -051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -054-02-01
TAS 100
1995
PRl Construction Materials Technologies (TST5878)
PFI Construction Materials Technologies (TST5878)
TAP -114-02-01
TAP
TAS 100
TAS 100
1995
1995
PRI Construction Materiats Technologies (TST5878)
-117-02-01
TAP
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
-1W-02-01
TAP -131-02_01
TAS 100
1995
PRI Construction Materials Technologies (TST58713)
TAP -165-02-01
TAS 100
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -280-02-01
TAS 100
1996
PRI Construction Materials Technologies (TST5878)
TAP -303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -307-02-01
TAS 100
1995
1995
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
TAP -314-02-01 Rev 2
TAP
TAS 100
1996
PRI Construction Materials Technologies (TST5878)
-315-02-01
TAP -317-02-01
ASTna n sass
2008(201a)e1
UL LLC (TST9628)
O21VK9507
TAS 100
ASTM D 3161
1985
2009
UL LLC (TST9628)
UL LLC (TST9628)
04NK24366
ASTM D 3462
2009
OSNK28006
ASTM D 6381
20G8(2013)el
UL 2390
OL LLC (TST9628)ASTM
06NK03898
D 7158
20084
ASTM D 3161
2005
UL LLC (TST9628)ASTM
08CA59132
D 3462
2009
UL LLC (TSI 9628)
09NK07896
ASTM D 3161
ASTM i3 31-61
2009
2009
UL LLC (TST9628)
10CA50498
ASTM D 3462
ASTM D 3462
2009
2009
UL LLC (TST9628)
UL LLC (TST9628)
10CA64882
ASTM D 3161
2009
11NK14014
ASTM D 3161
2009
UL LLC (TST9628)
12CA24551
ASTM D 3462
ASTM D 3161
2009
2009
UL LLC (TST9628)
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9fi2$)
4787043752
ASTPV D 3161
2009
4787148748
ASTM D 715E
2008d
ASTM D 3161
2009
ASTM D 3462
2009
T3P15001.2 FL18355-R2 Page 1 or 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shalt 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
s-Peciiicaily addressed hereirr.
CREEK
TAMKG BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SE§R�f1r�S. LLC
PRODUCT DESCRIPTION
Fli€e Glass -seam 12-114" 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 with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462 -
Glass -Seal
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
Heritage®
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscalnnsa)
Heritage® Premium
(Dallas, Frederick,
Phillipsburg 8
Tuscaloosa)
Heritacge@ Premium
(Frederick)
HeritageQ Vintageo,
JPhillipsburg)
Heritage@ Woodgate
(Dallas & Frederick)
Heritages Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage@ Hip and Ridge
(Phillipsburg)
12-1/4" x 36", ASTM D 3161, Glass F and ASTM D 7158, Class H self-sealing, 3 -tab
asphalt shingle with fiberglass mat coated on bath sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-114'x 36", ASTM D 7156, 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_ Shin les shall be used in the non-HVHZ only.
13-714" x 39-318", 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.
13-114" x 39-318", 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" x 36", ASTM D 3161, Class F and ASTM D 7158., Class H fiberglass reinforced.
Iaiminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
17-112" x 40', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced.
laminated architectural asphalt shingls surfaced with mineral granules complying with
ASTM D 3462.
13-114" x 39-318", 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" x 36-30', 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.
12-114" x 12", ASTM D 31.6-1, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
TBP150012 FL18355-R2
This evaluation report is pravtded far Slate Qr Florida product approval under Rule 61 G20 v- Tice manufacturer shall Holl S CREEK
Technical Services, LLC of any product changes ar quality assurance changes throughout the duration fvr which this report is valid.
This evaluation report does not express nor imply euarran y, installation, recommended use, or other product attribute; thaf are not
speciiicaliy addressed ITirr.
JCREEK
T t=Gt-iPUCAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal@
Basic Win€! Speed (V� i,):
(Frederick, Joplin &
Basic Wind Speed (Va,„):
Tuscaloosa)
Deck (HV€'Z):
Glass -Seat
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ).
Underlayment:
Min. slope:
Installation (HVHZ).
Installation (Non-HVHZ):
Nailing
Area
TAMKO BUILDING PRODUCTS
Asphalt shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
now construction; Min. 15132 in, plywood existing
construction.
In accordance with FBG requirements:
Solidly sheathed rain. 15132 in. Dirwood or wood plank for
new construction; Min. 7116 in. 6SB existing construction.
In accordance with FBC requirements.
2;12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when instaiWg
shingles at slopes greater than 21:12.
Installed with 5-118 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be -dtt-acined using "6 !Vail Pattern:` detailed
below.
lnstalied with 5 -11$ -inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Patterns” or `6 Nail Pattern" detailed below.
NAILS
Butt Edge
Figure 1, Elite Glass -Seal & Giass-Seal
4 Nail Pattern (Non-HVHZ only)
_7H
5-1/81,
V„
Nailing` '......._._..._...._.> ....__r._,.. ------ - ----- -------- ......... - -r- 6.7/8"
---------------- --- -,. ---------------------------•
Aft - -
i ,J
M
Butt Edge
Figure 2. Elite Glass -seal & Glass -seal
G Nail Pattern
TBP15001.2 FL18355-R2 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLc of any product changes or quality assurance changes throughout the duration for which this report fs Valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed hereirr.
CREEK
TAMKO OUILDING PRODUCTS
TECHNICALEvlCEs, LLC
Asphalt Shingles
HeritageO
(Dallas, Frederick, Joplin,
Basic Wind Speed (V,e,):
Basic Wind Speed (V� d):
Max. 194 mph
Max. 150 mph
Phillipsburg & Tuscatoosa).
&
Deck (HV#lZ}:
In accordance with FBC requirements;
Heritage@ Premium
Sclidly sheathed min. 19132 in. ply+nrood Of wood plank for
(Dallas., Frederick
new construction; Min. 15132 in. plywood existing
Phillipsburg & Tuscaloosa)
&
Deck (Non-HVHZ}:
construction.
In accordance with Fli requirements;
Heritagetr, Woodgate
Solidly sheathed min. 15/32 in. plywood or woad plank for
(Dallas & Frederick)
Underlayment:
new construction; Min, 7/16 in. CSB existing construction.
in accordance with Fi requirements.
Mirrr. slUpT--:
7:12 and in accordance with FBC requirements_ Refer to
the manufacturer's application instructions when installing
Installation tHVHZ}:
shingles at slopes greater than 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.
Installation (Non-HVHZ):
Installed with 5-513 in. exposure in accordance with i
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern' or '6 NSI? Pattern„ detailed below.
FASTENERS
NAIL ZON E
COMMON
BOND
6a-1 /8"
�EJCPOSU RE 5-518"
1 "
12-1/2" ---si 12-3/8"
Figure 3. Heritage®, Heritage@ Premium, and Heritage@ Woodlgate (Dallas)
4 Nail pattern (non-HVHZ only)
2
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
MAIL ZONE
COMMON
BOND
E 5-5/8"
TSP15001.2 FL18355-R2
4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall rotifveCREEK
Technical Services, LLC of any product changes or quality assurance change,- 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 ai;tdrassud herein.
CREEK
T"ECf-iNICAL SERV9CE s. LLC
t
L9 0
Lo x
r „ W
TAMKO BUILDING PRODUCTS
Asphalt shingles
NAIL ZONE/
COMMON BOND
EXPOSURE 5 518"
Figure 5. Heritage@ Woodgate
6 Nail Pattern
12-112"
i
I E� FASTENERS `
--------------------------------------------------
E Cummon Band
Figure 6. Heritage4`R, Heritage@ Premium, & Heritage@ Woodgate
Alternate 6 Dail Pattern
PAI NT
LINES
7-718" -
6-1781, 1 lEDGE
OF
��
COMM
,� t BONON
BOND
EXPOSURE
5-5/811
ACCEPTABLE
'FASTENER LOCATION
}
DO NOT FASTEN
ALONG EDGE OF
-______--•--,z ----
COMMON BOND
PREFERRED
FASTE NE R
LOCATION
Figure 7. Heritage@ (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as describer! above
TBP151109.2 FL18365-132
i his evaluation report is provided forState of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quaRy assurance changes throughout ?he 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
TECHNICAL SERVV ES, LLC
Heritagee Premium Basic Wind Speed (V,,,t):
(Frederick) Basic Wind Speed (V,�,d)
Deck (H`L(HZ):
Deck (Non-HVHZ):
Underlayment:
Min. shape:
Installation (HVHZ):
Installation (Non-HVHZ):
51f
TAM KO BU1LDlNG PRODUCTS
Asphalt Shingles
Max, 164 rnph
Max. 150 mph
In accordan^e With FBG regi.r reme,nts;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in, plywood existing
construction.
In accordance with FBG requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
neva construction; Min. 71'16 in. OSB existing construction.
In accordance with FBC requirements,
2:12 and in accordance with FBC requirements. Refer to
Elie manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nall Pattern' detailed
below.
Installed with 5 in_ exposure in accordance with FSC
requirements and rnanutacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAI L ZONE/
NERS /COMMON BOND
RE 5"
.I
1211 11 it----
Figure
-Figure 8. Heritage0 Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONEo`
FASTENERS GC)M1UlQN BC}ND
511211 TEXPOSTURE 5„
1
'Figure 9. Heritage(g) Premium (Frederick)
6 Nail Pattern
i BP15001,2 FL 18355-R2 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Ruie 611320-3. The manufacturer shall notify CREEK
echrrcal Services, LLC of any product changes or quality assurance changes throughout he duration for Which this report is valid.
This evaluation reper does not express nor imply warranty, installation, recommended use, or other product a"Unbutes that are not
speciflcLally addressed her.;,,-
CREEKTAMKO BUILDING PRODUCTS
TECHNICAL SERVICES, LLC Asphalt Shingles
Heritage@ Woodgate Basic Wind Speed (V,,,,): Max. 194 mph
(Frederick) Basic Wind Speed (Vj,.d): Max. 150 mph
Deck (fon-HVHZ): In accordance=. with FBC requirements,-
Solidly
equirements,Solidly sheathed mint, 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
Underlayrnent: In accordance with FSC 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 Mail
Pattern" or "6 Nail Pattern" detailed below.
FASTENERS
I iT
EXPOSURE Y
--L.! ±
12-318,r- 11" -- k-1
Figure lO. Heritage ®R Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE,
COMMON BOND
N -A IL ZONE
COMMON SONC,
-7 "ri12 EXPOSURE s"
9-112"—►1�3' +F�9*31 " -3' 9-112E 1
Figure 11. Heritage@ Woodgate (Frederick)
6 Nail Pattern
TSP15001.2 FL18355-R2 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3- The manufacturer shall rctify 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, of other product attributes that are not
specifically addressed heron.
CREEK
TECHNICAL —SF-RvicEs. LLC
Heritage@ Vintage@ Basic Wind Speed (VAt):
(Phillipsburg) Basic Wind Speed (V,u,)
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Nan-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt shingles
Max. 194 mph
Max. 150 mph
In accordance with FBG requirements,
Solidly sheathed rain. 19132 in. plywood or wood plank for
new construction, Min- 95132 in, pfywOod existing
construction.
in accordance with F8C requirements;
Solidly sheathed min. 1522 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBG requirements,
2:12 and in accordance with FBC requirements. Defer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12,
Installed with 5 in. exposure in accordance with PAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern': detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirmTents and manufacturer's pub4stred installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Naii Pattern" detailed below.
Figure 12. Heritagee VintageO
5 Mail Pattern (non-HVHZ only)
rp Sv=
Not;h
40' Exptaum
/Hutch
6` Ah66G m
' -r�� - i- - - �► � -ter _�-'-'1► = ne
to-t;a
t
i 1
7-LZ'�-'►�'�---7�71t'
fit+--&il6'
�� 161iP
Figure 13. Heritages Vintage'
6 Nail Pattern
TSP4 5001.2 FL 18355-1%2
This ova#nation report is provided for State of Florida product a cage 8 of 11
P approval under Rule 61 G28-3. 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
F-CliNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed ('Jut):
(Frederick & Joplin) Basic Wind Speed ('J,,t).
Deck (F-IV14Z):
Deck (Non-HVHZ):
Underlayment;
Min. stupe:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 350 mph
In accordance with FBC requiremurtts;
Solidly sheathed min. 19132 in. plywood or snood plank for
new construction; Min_ 1b132 in. plywood existing
construction,
In accordance with FBC requirements;
Solidly sheathed min- 15132 in. plywood or wood plank for
new construction; Min. 7116 in. t3S6 existing construction.
In accordance with FBC requirements -
2:12 and in accordance with FEC requirements.
Installed with 5-118 inch exposure in accordance with the
FSC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-1I8" exposure
here—
Figure 1
r A I�t4 7
•''Fastener
Start
here 5-118" exposure
,. 1 n
Figure 2 \ i�r I Figure 3
Figure 14. Flip & Ridge (Frederick & Joplin)
TBP15001.2 FL15355-R2 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical 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 :hat are not
specifrcallyaddressed herein-
CREEKTAMKO BUILDING PRODUCTS
TECHNICAL SEPVICES, LLC Asphalt Shingles
VintageO Hip & Ridge Basic Wind Speed (V,t): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vad): Max. 150 mph
Deck (HVHz): In accordance- with FBC requirerrteTft;-
SolidPy sheathed min, 19/32 in. Plywood or wood plank for
new construction, Min_
15132 in. Plywood existing
construction.
Deck (Non-HVHZ): In accordance with FSC requirements:
Solidly sheathed min. 15132 in- Plywood or wood plank for
new construction; Min. 7116 in. OSB existing construcfion.
Underlayment: in accordance with FBC requirements.
Min. slope: 2:1r2 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 Of prevailing wind
4 -
Start exposure
here—
ti
Start
Figure I here 5" exposure
tis t»
Fastener astemw
fey
Figure 2 1/451 Figure 3
Figure 15. Mintage® Hip & Ridge (Phillipsburg)
TOP
This
15001.2�L15 F2
par 10 of 11
LIMITATIONS
TAhtKO BUILDING PRODUCTS
Asphalt Shingles
1) 1"ire 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 t4 a maximum 33 ft in the HVhlZ.
4) Classif=tion 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. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayrnent application.
6) Shingles shall be installed starting at the eave in horizontal layers such that tete taps shed water from the
deck.
published application instructions. Where discrepancies exist between these sources, t 7) Installation of the evaluated products shall comply with this report, the I=BC, and the manufacturer's
and code compliant detail shall prevail. he more restrictive
fve
6) 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 Zachanj R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 51' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
YIrIfit,"
� w
No 74021
=� STATE OF .1.1j
All
N AU
CERTIFICATION OF INDEPENDENCE
2015.12.14
-05'00'
Zachary R. Priest, P.E.
Florida registration No. 74021
Organization No. ANE9641
produ,ts under
thi Services. LLC does not Dave, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREFK 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 a!�uire, a financial interest in any other entity involved in the approval process of the
product.
TEND OF Rr=PORT
TB P15001. 2 FL 18355-R2
This evaluation report is provided for State of Florida roduct aihe Page IC of K,
Technical Services. LLC of any product changes or quality assurance chadngesthroughout he duration for cwhich this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addmssad herein,