HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INF6 MUST BE"CO.MPLETED FOl3.APPLtCATLQN TO BE ACCERTED
Date:. . Permit Number: 07=
-
. :. RECEIVED
Building, PermitApplicati_o:n juL,k41019
Planning and Development Serviees
Building dnd Code Regulation,Division permitting.ecount int
St.Luce County
Phone ( �? L 34982
s (772Avenue,Fort Fax: (772)462-157$: .CommerCtal Residential;
Phone: 772 462-.1553 fax
i PERMITTYPE
Address:
PropertyTax.ID i�: _3 3 Lot No.
Site Plan Name: . _. Block No. ,
Project Name:
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Dee lii z 3.�ik
Additional worktobe performed under this p.errnit-•.checkall that apply;.
.Mechanical -Gas Tank _Gas Pipink ^Sh.utters T Windows/(doors;
Electric _P'lumbing _Sprinklers ^Generatgr Goof12. Pitefi
Totai'Sq, Ft of Construction. �' Sq ft::of FirstFloor
Cost of.Construction S lbo Utilities: —Sewer ,_,Septic. Build"ing.Heig.ht:..
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Name " Name;' E� } 11oe (.
Add Ls _ I Company'
City' State: ,address
tCode: _ . L#-7 , State.-
Zip - -i Faxcity:
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Phone No. ' :Zip.Codi: Fax.:
I E-Mail: Phone.No t
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01 PA,
i Fill in fee simple Title Holder on•next_page('if different E-Mail.
from the-Owner listed :above)'. State or.County License
If value of construction is.$Mb or more,;a.RECORDED Notice of Commencement is required,.
If value of HVAC.is$7,500 or.more,a RECO.KD:ED Nonce of Commencement is°requimd.
i DESIGNER/ENGINEER: _'Not.Applicable MORTGAGE COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEESIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address,: Address:
City: City:
Zi:p:, Phone: Zip.: Phone:
OWNER/CONTRACTOR AFI IDVIT: Application is hereby made to obtain a permit'to do the work and installation.as indicated.
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-subjectstructure,
which is in conflict:with any applicable Home Owners Association rules;bylaws.:or and covenants,that may,restrict of prohibit such
structure. Please consult with your Hor'e:OrvnersAssociation and'review your deed for any,restrictions which may apply.
In consideration of the,granting of this requested permit, I do hereby agree that l will,in all respects, perform the .work
in accordance with the aaproveciplans,the Florida Building Codes and St.Lucie.Cou.ntyAmendments.
The following building_,permit applications are exempt from undergoing a full concurrency review.-.;room additions,
accessorytructures,swimrhing pools,fences;walls,signs;screen rooms and accessory uses to another non-residential:use
"WARNING TO OYVNER:YOUR FAILURE TO RECORD A NOTICE OF"COMMENCEMENT=MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A 'NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON:THE JOB SITE BEFORE THE FIRST INSPECTION.;iF U INTEND TO°OBTAIN FINANCING, CONSULT
W _Y.OUR.LEN,D.ER.OR'.AN:ATTORNEY BEFORE RECORDiNG•YO . R,NQTICE.OF COMMENCEMENT:"
jj
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I Sin tur o ,carer/Lessee/Co,'- for as Agerit for Owner ` Signatur of ontractor/Licens:e Holder I
STATE OF FLORI • 1 STATE OF FLO..RI
COUNTY OFT� CQUNTi(OF
Th e, . 'ng instru en as acknowledge before m The fo ung instru was acknowl.edg .efore me
this c ay of ,;Zo I by �. this ay or 20�by
Name of person nmaking,statement• Name of person making statement:
i
Personally Known. O:RProduced identification Personal Known OR Toduced Identification
Type.of ific.`" 1 Type of Ide i
Pro d 0"'15111111J11%tJ JO• �oP®ooduced {
.o`o.Q'•0'(AF?
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l n ure of ota P.0 ic-State of F orida Como, 3 e5 '.•
ry : My �5 2o�s ,(Sign,.&ure of Notary Public-State•of Floes . �c
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29758 : : iq
Commission No. /441 (Seal [O� fsslOhN .L (Se ��aH291n`'g
REVIEWS FR ZONING, SUPEt9fS'I'It PLANS VEGETATION SEATURTLE'•.,j, lt`
CQ:UNTER REVIEW REVIEW REVIEW ` REVIEW I REVIEW
DATE
RECEIVED
DATE
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COMPLETED
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SLE COPY MEMO etc.
Certificate of Authorization#32455
353 Christian Street, Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 3532.09.05-1115
20 Moores Road FL5444-R14
Malvern, PA.19355 Date of Issuance:09/22/2005
(610)651-5847 Revision 15:05/29/2018
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 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 compliancewith the 6th Edition(2017)Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roof Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1/R905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until 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. of any changes to the product(s), the Quality
Assurance or the production facility location(s). NEMO I etc. 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 "NEMOletc. 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 15.
Prepared by: a�•«Tilm,,+,
Robert J.M. Nieminen,P.E. :-s' =#','w`u
'ar f,,` 'er_ •� The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 05/29/2018.This does not serve as an
�-_-, electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOIetc. 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. NEW l etc.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.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMOletc. 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.
r •
MEMO etc.
ROOFING SYSTEMS EVALUATION:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation; have
demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6' Edition
(2017) Florida Building Code, Residential Volume 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 7
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
I Enti Examination_ Reference Date
L UL(TST 1740) ASTM D3161 94NK9632 05/15/1998
UL(TST 1740) ASTM D3161 99NK26506 11/23/1999
UL(TST 1740) ASTM D3161 03CA12702 05/27/2003
UL(TST 1740) ASTM D3161 03CA12702 06/16/2003
UL(TST 1740) ASTM D3161 03NK29847 10/03/2003
UL(TST 1740) ASTM D3161 04CA11329 05/24/2004
U L(TST 1740) ASTM D3161 04CA32986 12/03/2004
UL(TST 1740) ASTM D3161 05NK07049 04/15/2005
UL(TST 1740) ASTM D3161 05NK16778 05/12/2005
UL(TST 1740) ASTM D3161 05CA16778 05/12/2005
UL(TST 1740) ASTM D3161 05NK14836 05/22/2005
UL(TST 1740) ASTM D3161 05NK22800 06/22/2005
UL(TST 1740) ASTM D3462 R684 09/21/2005
UL(TST 1740) ASTM D7158 OSNK08037 06/28/2006
UL(TST 1740) ASTM D3161&D3462 09CA28873 07/23/2009
UL(TST 1740) ASTM D3462 10CA41303 10/07/2010
UL(TST 1740) ASTM D3161 10CA41303 10/08/2010
UL(TST 1740) ASTM D7158 10CA41303 10/27/2010
UL(TST 1740) ASTM D3161&D3462 10CA44960 11/11/2010
UL LLC(TST 9628) ASTM D3161,D3462&D7158 13CA32897 11/21/2013
UL LLC(TST 9628) ASTM D3161,D3462 TFWZ.R684 04/22/2014
UL LLC(TST 9628) ASTM D7158 TGAH.R684 04/22/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786334434 09/16/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786570826 02/12/2015
UL LLC(TST 9628) ASTM D3161 4786821352 02/21/2015
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4786570717 12/16/2015
UL LLC(TST 9628) ASTM D3161&D3462 4787195678 02/09/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787592174 10/21/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787380356 10/26/2016
UL LLC(TST 9628) ASTM D3462 4787380357 10/13/2016
UL LLC(TST 9628) ASTM D7158 4787380357 11/08/2016
U L LLC(TST 9628) ASTM D3161 4787380357 11/09/2016
U L LLC(TST 9628) ASTM D3161,D3462&D7158 4787586427 01/25/2017
U L LLC(TST 9628) ASTM D3161&D3462 4788042412 11/15/2017
U L LLC(TST 9628) ASTM D3161,D3462&D7158 4788362767 03/03/2018
UL LLC(QUA 9625) Quality Control Service Confirmation Exp.03/09/2020
NEMO ETC,LLC Evaluation Report 3532.09.05-R15
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1114
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 2 of 15
OMEMO etc.
4. PRODUCT
4.1 Asphalt Shingles:
4.1.1 CT20—,XTT""25,XTT""30 and XTT"'30 IR are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Arcadia'"", Belmont®, Belmont° IR, Carriage House Shingle®, Grand Manor Shangle®, Landmark", Landmark'"' IR,
LandmarkT Pro, Landmark'"" Pro Solaris, Landmark TM Premium, Landmark'"' TL, Landmark"" Solaris, Landmark'"'
Solaris IR and Landmark'Solaris Gold/Platinum are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 NorthGate)is a fiberglass reinforced,laminated,SBS modified bitumen roof shingle.
4.1.4 Presidential Shake TM, Presidential ShakeTM' IR, Presidential Shake TLT"' and Presidential Solaris'"" are fiberglass
reinforced,architectural asphalt roof shingles.
4.1.5 Hatteras'"", Highland Slate'""and.Highland Slate TI IR are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.6 PatriotT"" is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminated appearance
through an intermittent shadow line with contrasting blend drops for color definition.
4.2 Hip&Ridge Shingles:
4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle RidgeT"", Shadow Ridge W, Cedar CreStTM, Cedar CrestTm IR,
NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation.
4.3 Accessory Starter Strips:
4.3.1 High-Performance Starter is a starter shingle, measuring 10" x 36", comprised of a fiber glass mat base and ceramic-
coated mineral granules embedded in asphalt. These starter shingles are designed for use with Grand Manor
Shangle°,HatterasT""and Highland Slate T".
4.3.2 Presidential Starter is a starter shingle, measuring 13-1/4" x 40" (overall), comprised of a fiber glass mat base and
ceramic-coated mineral granules embedded in asphalt with a reinforcement on its underside (for impact resistance
considerations). These starter shingles, applied using two (2) overlapping layers, are designed for use with
Presidential ShakeT"'and Presidential Shake TLT"^
4.3.3 Presidential Starter IR is a starter shingle, measuring 13-1/4"x 40" (overall), comprised of a fiber glass mat base and
ceramic-coated mineral granules embedded in asphalt. These starter shingles, applied using two (2) overlapping
layers,are designed for use with Presidential Shake TM IR.
4.3.4 SwiftStart°Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4"x 38-3/4"yields two(2)
7-5/8"x 38-3/4"starter pieces per shingle.
4.3.5 Universal Starter is a starter shingle, measuring 7" x 36" (overall), comprised of a fiber glass mat base and ceramic-
coated mineral granules embedded in asphalt. These starter shingles are designed for use with any CertainTeed
shingle measuring 12"x 36" having a weather exposure<5".
4.4 Any of the above listed shingles may be produced in AR(algae resistant)versions.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMOIetc. 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 within FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
NEMO ETC,LLC Evaluation Report 3532.09.05-1115
Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1114
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 3 of 15
c
NNEM 0 1 etc.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class
F and/or ASTM D7158,Class H,indicating the shingles are acceptable for us in all wind zones up to Vasd=150 mph(V„It
=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and
NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except
NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane
Roof& Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to
Vasd=150 mph(Volt=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 High-Performance Starter, Presidential Starter, Presidential Starter IR, SwiftStart® Starter Shingle and Universal
Starter have been evaluated in accordance with ASTM D3161,Class F. Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.3.1 High-Performance Starter shingles are limited to use with Grand Manor ShangleO, Hatteras'" and Highland Slate'""
shingles.
5.4.3.2 Presidential Starter shingles must be applied using two (2) overlapping layers and are limited to use with Presidential
Shake'"and Presidential Shake TL'""shingles.
5.4.3.3 Presidential Starter IR shingles must be applied using two (2) overlapping layers and are limited to use with
Presidential Shake TM IR shingles.
5.4.3.4 Universal Starter shingles are limited to use with CertainTeed shingles measuring 12"x 36"having a weather exposure
<5".
5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact the
shingle manufacturer for data specific to each shingle.
5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt
Roof shingles listed in Section 4.1.1 through 4.1.6(except Presidential Solaris'", Landmark'"'Pro Solaris and Landmark'"'
Solaris Gold/Platinum) exceeds the calculated uplift force(FT) at a maximum design wind speed Of Vasd= 150 mph(Valt
= 194 mph)for residential buildings located in Exposure D conditions with no topographical variations (flat terrain)
having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in
these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which
shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61620-3.
NEMO ETC,LLC Evaluation Report 3532.09.05-1135
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1114
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 4 of 15
ONEMOletc.
INSTALLATION:6.
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's
minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3.
6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using
minimum four(4)nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements
herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal,use the"Steep Slope"directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof(tear-off)or recover applications,subject to the limitations
set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions.
6.4 HIGHrPERFORMANCE STARTER:
6.4.1 Eaves: For the first starter shingle in each roof corner,use five(5)nails as shown below. All other starter shingles
require four(4)nails per shingle. Nails must be of sufficient length to penetrate into the deck 3/4"or through the
thickness of the decking,whichever is less. Nails are to be 11 or 12 gauge,corrosion-resistant roofing nails with 3/8"
heads. Apply the 10"starter shingle with its factory-applied sealant stripes at the shingle's lower-most edge and nail
firmly into the roof deck as near as possible*(maximum 3")to the eaves edge while avoiding the sealant.With the
starter shingle well fastened to the deck and the sealant low on the starter shingle,it can firmly adhere to the first
course shingles. *If nailing within 3"is not possible,nail as closely as possible,then lift and adhere the starter shingle to
the underlayment and to the supporting structure with CertainTeed FlintBondTm Asphalt Roofing Cement-Caulk Grade,
or approved equal.
Rakes: Prior to installation of the field shingles,starter shingles may be applied up the slope along the rake edge with
sealant edge placed closest to the rake edge. Fasten as indicated below.
HIGH-PERFORMANCE:STARTER"SHINGLES
9" 9` 9" 9"
1 318"(M ax:3"),
NEMO ETC,LLC Evaluation Report 3532.09.05-1115
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1134
CertainTeed Asphalt Roof.Shingles;(610)651-5847 Revision 15:05/29/2018
Page 5 of 15
('RNEMOletc.
6.5 PRESIDENTIAL STARTER AND PRESIDENTIAL STARTER IR:
6.5.1 General: These shingles shall be applied by using two(2)overlapping layers. Begin application of the bottom/lower
layer of starter shingles by cutting and applying a 13-3/4"x 20"piece at the lower left rake/eaves corner overhanging
rakes and eaves 1/4"to 3/4". Continue along the eaves with full-size 13-1/4"x 40"starter shingles. Each top/upper
starter course shingle shall have its 2"top section removed at the perforations,resulting in 11-1/4"x 40"shingles.The
colored granule portion of the"top"starter shingles shall be located nearest the lowermost eave edge. Install the first
top/upper starter shingle so that it is flush to the left side and bottom edges of the first bottom/lower starter shingle.
This first top/upper starter shingle shall be 11-1/4"x 38". Continue along the eaves with 11-1/4"x 40"top/upper
starter shingles ensuring that the lower edges are flush with the lower edges of the bottom/lower layer. Reference the
product's wrapper for more specific details.
Eaves: Fasten as shown below. Rakes:After applying the starter shingles at the eaves,but prior to installing the field
shingles,starter shingles may be applied up the slope at the rake edge. Fasten as shown below.
Fastening: Four nails are required per shingle. Nails shall be of sufficient length to penetrate into the deck 3/4"or
through the thickness of the decking,whichever is less. Nails are to be 11 or 12 gauge,corrosion-resistant roofing nails
with 3/8"heads.
Presidential Starter and Presidential IR Starter Shingles
r.-20• 40,
1st Bottom Starter-- Full Bottom Starter
1st T38*Starter
t
4-
6.6 UNIVERSAL STARTER:
6.6.1 General: While Universal Starter Strip shingles are specifically designed to be used with shingles 36" length and having a
weather exposure of<5",they may be installed beneath shingles of any length if special precautions are taken.
IMPORTANT: In all cases the end joints of the starter and the first course shingles shall NEVER BE LESS THAN 3-1/2"
apart.
Eaves: The sealant on starter courses should face out and lie as close as possible to the eaves edge of the roof. Fasten
as described below. Rakes: After applying the starter shingles at the eaves,but prior to installing the field shingles,
starter shingles may be applied up the slope at the rake edge with sealant facing out and nearest to the outer roof edge.
Fasten as described below.
Fastening: Use four nails on these starter shingles as shown below. The sealant on starter courses shall lie as close as
possible to the eaves edge of the roof. Nails shall be of sufficient length to penetrate into the deck 3/4"or through the
thickness of the decking,whichever is less. Nails are to be 11 or 12 gauge,corrosion-resistant roofing nails with 3/8"
heads.
UNIVERSAL STARTER SHINGLES
36'
12' 12' 12'
7•
Max.3'�M����������������
NEMO ETC,LLC Evaluation Report 3532.09.05-1115
Certificate ojAuthorizotion 1132455 0 EDITION(2017)FBC NON-HVH2 EVALUATION F1.5444-1114
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 6 of 15
ONEMOletc.
6.7 SWIFTSTART®STARTER SHINGLE:
Fastening: Use four nails, located as shown below
I38-3/4'(984 mm)' I
mm)from edge 1';(25-mm)from edge ( 7-5/8'
• • . • (194•mm).
(76 mm)
tThe inner hvo fasteners'must be placed such that they.fall at least 3'(76 mm)from-
the
romthe end joints of the shingle in.the succeeding course.
6.8 cno-,XT'""25,XT'"'30,Xrm 30IR:
LOW AND STANDARD SLOPE S.TEER3LOPE
ENGLISH 12' 12" 12" Use foul nails and six spots of asphaltiooting cement*for every-Mull
(305 mm}, x(305 min) sfungle,(Figure 11-4) AspHalt roofing cement meelmg:ASTM D45.86
1"(25 mm) lant; 1"'(25 mm)-►{ Type1I l`s suggested.
,!N/8"(145 mm)• -- —— ———1
5i12
'Plant Fitvod
METRIC —
LM
13?!e" 13i/a"
Rooting Cement
Sealant 1"(25_mm) Apply1"(25 mm)spots of asphalt rooting cement
_� un&rJeach tab corner:Figure.1•1-4 Useforisi:alls mid sir spots of pspfidltcew-t on_slee.dopa
*CAUTION:Excessive use of roofing cement can cause.shingles
to blister.
Figura ll_3:.Usefo"nr riaflsfor miryM shh@Fl.
6.8.1 Hip&Ridge for CT201,�+XTI 25,XT'""30,XT"'30 IR: Cut Shingles
25 mm I I+• I 2"(50 mm); Remove J..�.
( }i r li l F
5... 12"(305 mm)
I • �— — — — — 12" •�\_ ;(125 m ) `� Sues ml
_t,
Cap Cap; ,cap 305 inm
Shingle Shingle hingle 5y}a sho`N�
Figure 11-24.-Cut tabs„then Tran back to make cap sbingles <l5�z hoc Nod ta°
(Angtisb dimensions sbourti)
Flgur'e 11=25 Installation'of cups 4 opg the hips and Wges.
6.8.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'""" adhesive or Henkel "PI-11 Polyurethane Roof&
Flashing Sealant",in accordance with CertainTeed requirements.
NEMO ETC,LLC Evaluation Report 3532.09.05-R15
Certificate of Authorization#32455 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 7 of 15
NNEMOjetc.
6.9 ARCADIATM:
LOW AND STANDARD SLOPE STEEP SLOPE
Use SIX nails for every full shingle located as shown below. Use SIX nails and FOUR spots of asphalt roofing cement for every full
shingle as shoum below Apply asphalt roofing cement 1"(25 mm)
from edge of shingle.Asphalt roofing cement meeting ASPM D 4586
7}pe II is suggested.
Nail Luce
Nail
Nail Uice --� 1'(25 mm) 1'(25 mm)—�
Figure 2:Use six nails for every full shingle.
Figure 3:Use six nails and four spots of aspbalt
roopng cement on steep slopes.
6.9.1 Hip&Ridge for Arcadia TM: Cedar Crest'M,Cedar CrestTM IR
Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each
side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum %-inch embedment
into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up
from its exposed butt edge and 1-inch from each side edge.
For ASTM D3161,Class F performance use BASF"Sonolastic®NPJTM"adhesive or Henkel"PLO Polyurethane Roof&
Flashing Sealant",in accordance with CertainTeed requirements,to hand-seal Cedar Crest shingles. Apply NP 1 or
PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch
along the sides of the headlap along a line%to 1-inch from each side of the shingle's headlap. Immediately align and
apply the overlying shingle,gently pressing tab sides into the adhesive,and install nails. To secure the other side,
apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers.
Hand-sealing adhesive
"oII 12' � 914" � 4"
IrEx�Psu e)—' I� (305 mm)
r .\.t`26mm 314" It—
✓`,Z�gm 1
1"
Dab of asphalt I
cernentbetween
shingle layers
NEMO ETC,LLC Evaluation Report 3532.09.05-R15
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 8 of 15
O. NEMOletc.
6.10 BELMONT°OR BELMONT"IR:
Low and Standard Slope Steep Slope(greater than 21:12):
(2:12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every full Belmont shingle, asphalt roofing cement"for every full
located as shown below. Belmont shingle.Apply asphalt roofing
+ cement 1"(25mm)from edge of shingle.
"cfIM t See below.Asphalt roofing cement meeting
J— l+1•(25nm) �• )�� ASTM D4586 Type II is suggested-
(2M
uggested-
. --{—
5�'(1s ) 8518• 1 ir(38 all
(227ara) (KI.
oAddfitaa1dIsdaegaired
Shr(18 tam) 8
i P (fig crn)
1'(25a.) And, emant
6.10.1 Hip&Ridge for Belmont°or Belmont®IR:
6.10.1.1 Option 1: For Belmont®,refer to instructions herein for Cedar Crest'"'or Cedar Crest•"IR hip and ridge shingles. For
Belmont®IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles.
6.10.1.2 Option 2: For Belmont®: Shangle®Ridge
12'. 18 ExposureRemove tape
'from the.right side
1? - g' and fasten
SECOND
Fasten the
Herriove left Side 85/8 / RIGHT
This Tape FIRST
LEFT
Figure 17-19•Installation of Shangle®Ridge shingles
Figure 1748:Shangle®Ridge. on Bibs and ridges.
6.10.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic®NP11""adhesive or Henkel "PL®Polyurethane Roof&
Flashing Sealant",in accordance with CertainTeed requirements.
NEMO ETC,LLC Evaluation Report 3532.09.05-1135
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1114
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 9 of 15
f �
ONEMOletc.
6.11 CARRIAGE HOUSE SHANGLE®AND GRAND MANOR SHANGLE®:
LOW AND STEEP.SLOPE
STANDARD SLOPE' Use$66nails and thrcc spot§,of asphalt rpofing cement_for every.
Use fivenails for everyfullShaagle full Grand Manor Shangle.,Usc fife nails and tlii�ec spots.of asphalt,
roofing cement for every full Carriage house Shangle and Centennial
Slate.Apply asphalt roofmg_cement 17'(25'mm)from edge;of shingle.
(Figure_`17 .Asphalt roofing ceiuent medffig,MV0 44586 A e il;
1" 1" is suggested.
► !+—(25 mm) (25 mm)
_
11/2!
5161'. 85181, (38mni)
(16 mm) (220 1 or less 1..,
(25 mm)
Figure 11-4.7/sqAtv nails for ewer}full GranddfanorSbatgle 5/8.
Cairlage House Shangle,or Cenlannial Slate. (16 rn l (220 mm)
(25 w) Roofing Cement.
Figure 17-5:I7beu insfalling,Crated Atanor Sbangles on steep slopes,
itse.kiwh nails and!bees spots of aspballr"d cemeal.
6.11.1 Hip&Ridge for Carriage House Shangle®and Grand Manor Shangle: Refer to instructions herein for Shangle®Ridge
hip and ridge shingles
6.12 LANDMARKTmj LANDMARK TM IR, LANDMARKTm PRO, LANDMARKTmPRO SOLARIS, LANDMARKTm PREMIUM, LANDMARKTm SOLARIS,
LANDMARK?SOLARIS IR,LANDMARKTm SOLARIS GOLD/PLATINUM OR NORTHGATE:
STEEP 12" 14 /4" 124
SLOPE
NAILING —(305 MM)-1—(375 mm) +{305 mm}-►�
AREA; Nailingemits
—1'(25 mm} betweeq( limits 11'(25 mm)—
ti�1oE nae lines.
�G 12" 14314' 12•
AREA I+ (305 mm) y (375 mm) —s -a—(305 mm)-►I
f uII��
�1-► T(25 mm) ai , t I'aa 1'(25 mm)-►
er nal lro _—_--
f�i
Roofing ment
Naibng areas for steep slopes(greater than 21:12)
Nateig areas for low and standard*pes(tram 2:12 to 21:12) and"Storn-Nailing"
Nal between mpp ra11yo In-es as Nail between lower nail lines as shown above.
NEMO ETC,LLC Evaluation Report 3532.09.05-1115
Certificate o(Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1114.
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 10 of 15
O.. Ntmoletc.
6.12.1 Hip&Ridge for Landmark',LandmarkTM'IR,Landmark TM Pro,Landmarkm Pro Solaris,Landmark'""Premium,
Landmark'Solaris,Landmark TM Solaris IR,LandmarkTm Solaris Gold/Platinum or NorthGate:
6.12.1.1 Option 1: Shadow Ridge"or NothGate Accessory
12° 97/8°
(305m`m) (250mrn)
6"' -$15/16' 415L1G'
(150mmj (150mm) (125mm). !(125rnm)
fNath for
Notch for`
Cenfeiriog ;Cepteiiiig.
IT'° 131/4
(305mm) N tchesforAhgiij' 7, (337mm) Notches forAlignmett
Ike Top Edge of the the Top Edge:of the:PrevlousCapfor5°(125mm). (1�m) Capfgr5518°(141mm)Exposure (1 m)
English Dimension Metric Dimension
Shadow Ridge T" Shadow RidgeT""
9 27P'X
—(250 mm)
515116'(125 tnm) -
13 1!8"
-o-4333 mm)—►
Cwbeiliig Notch f-6 518--1--6 5/8°
_ (168 mm)I 168 mm
i311d'
(337 iunl) Nf these ? Centering
f 13114" R Notch
(tOW=totop 7ylg- (337 mm) "
(196 rnre) Align these
pmijaus nurse 7 5/e°
notches of top (1 mm)
edge of
previous course.
NorthGate Ridge NorthGate Accessory
12"
(305rnm)
LayingNofcfi
1
FXPasure
I � -
Figurel3-20:6se''hongnotchez76cm1ersbigihnon.hipsand
r/dges,ami to beate.I&correct erposure.
6.12.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP11"" adhesive or Henkel "PLO' Polyurethane Roof
&Flashing Sealant",in accordance with CertainTeed requirements.
6.12.1.3 Option 2: Refer to instructions herein for Cedar Crest',Cedar Crest'"'IR hip and ridge shingles.
NEMO ETC,LLC Evaluation Report 3532.09.05-1115
Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1114
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 11 of 15
NMEMO etc.
6.13 LANDMARKT"'TL:
LANDMARK TL
LANDMARK TL }'-13112"_.
(343 mm) (330 mm) "(343 mm)
131/2" 13" 131/2"
�r-(343 mm)-► -(330 mm)—j-47(343 mm)--H9``(25 M14
-► I-*-1",(25 mm) 1"(25 mm)-►I
{25 mm)
Roofing Cetttetrt
'Figure 1,3-4:'Use fora nails for er.'e�i)-fall sk4le. figure 13;5.•Use six ndih and fourspots of
aspbalt:roq%dng,centenlon steep.slopes.
6.13.1 Hip&Ridge for Landmark'""TL: Refer to Option 1 or 2 for Landmark TM.
6.14 PRESIDENTIAL SHAKE'"",PRESIDENTIAL SHAKE'"'IR,PRESIDENTIAL SHAKE TL'"",PRESIDENTIAL SOLARISTM:
LOW AND STANDARD SLOPE: STEEP SWEi
For low and standard_slopes;use,fIve rialls for each frill Presidential F01 P slopes,use nine nails for_each fuh Presidential shingle and'
shingle as shown below: apply 1'diameter spots of asphalt roofing cement under each shingle tab.
After applying S nails in between the nailing guide lines,apply 4 nails 1'
Nailing 40"�i above tab cutouts malting certain tabs of overlying shingle cover nail`s
Unes (10
Guide 16 ti'ini)
(133 mm)11 °' 0, . 1414,
1 1/2' 38 mm) (362 mm)
'NOTE:Apply nails oli painted gtiitlellne.
Figure M-6-FasteningP=identialandPresidmilal7ZShake 1'diameter asphalt roofing cement
shingles on tout and standard slopes.
Figure 16-7.•FdsAmingPreskkintial and%PrastdenUal TIL Shake
shingles on st-P Stopes,
6.14.1 Hip&Ridge for Presidential Shake'"",Presidential Shake"m IR,Presidential Shake TL'",Presidential Solaris'":
6.14.1.1 Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
Presidential accessory shingles can be used for covering hips and
ridges.Apply shingles up to the.ridge (expose no more 1han.7":from'
the bottom edge of the"tooth."Fasten each accessory with two fas-
teners.The fasteners must be 1-3/4"long or longer,so they penetrate
either 3/4' into the deck or completely through the deck.Presidential
accessory comes in two different sizes:Accessory produced in
Birmingham,AL 4s 12"x 12";Portland,OR produces 97487'x 131A"-
accessory.
6.14.1.2 For ASTM D3161,Class F performance use BASF"Sonolastic°NP1T""'adhesive or Henkel"PLm Polyurethane Roof&
Flashing Sealant",in accordance with CertainTeed requirements.
6.14.1.3 Option 2:Refer to instructions herein for Cedar Crest'',Cedar Crest'""IR hip and ridge shingles.
NEMO ETC,LLC Evaluation Report 3532.09.05-R15
Certificate ofAuthorizotion#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1114
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 12 of 15
ONEMOjetc.
6.15 HATTERAS7m:
LOW;STANDARD:AND STEEP.SL-0k; (�-9., s" s 9-►{
( (230min) (230 inm)_ (230 inm) (230
9' -9 9, T. 1;, j,
,(230 mm) '(230 mm). (230 mm) . (230 mm), i r (25 mm)_ _ 25 mrn
1" _ 9318
r-(25 mm)_— ——0 Mib)--1 l ^(240 mm)
9 3/.8° fiooling_Cemept.
(240 mrn) Figure l5 1 Fasleuingllalfern;Sbirrglee our Sleep Slopes
AT For steep siopcs tik M nails and eight spots Ofasphhil.roofing.
cement for each if 1-1 it uterus Aiingle as shown&6.ve Apply 1'
, �ttre l5 3:Fitsleirbrgllatterrrs Sl�firgles,oil
(25mnt)diameter apota of roo8n,cement(ASTM D,45aG Type it
;lora Hurl Slrr�rrinrrislopes. suggested)onder,each tib coiner Press sliingle tnio Olicei do not
For lo«v and standard slopes;use fire.nd_ils for each htll eiposgcement.
Halte.rts shingle as-shown above. CAUTION:Too.mtich •oo6ng'cementcvf cause shingles to blister.
6.15.1 Hip&Ridge for Hatteras':
6.15.1.1 Option 1: Accessory for Hatteras
Fasten both sides
Wo NOW.Poo 1WO
F_tgure 13-14:'18 three piece un its q-_"lparate:to make,
54.Mkras A&azo0 shtngles,
6.15.1.2 Option 2: Cut Hatteras Shingles
!—
.(230 mm} I
l l
8" 81!
(460 fnm) Foti`�
--y--- --
1811 (203 mm) .- _ Side 25 mal
460 MM), .. .1
Cap, ,Cap Cap Gap.
Shingle shingle Shingle Shingle ml'
Figure-15 20:Cut katteras shingles iotmake cover cap Fikure i$:21:installation of"caps alonk hips mid-ridges.
6.15.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic° N131"adhesive or Henkel"PL®Polyurethane Roof&
Flashing Sealant",in accordance with CertainTeed requirements.
NEMO ETC,LLC Evaluation Report 3532.09.05-R15
Certificate olAuthorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 13 of 15
N.- NEMOletc.
6.16 HIGHLAND SLATETm,HIGHLAND SLATE TM IR:
I&AHD STANDARD SLOPE: STEEP SLOPE-
Use-FM
LOPE•Use FM nails and EIGHT"spots bf asphalt roofing cement*for:each
s., full'Hlghlan�'{����d Slate_stiiit e.For MiacN-Dade,SIX.nails are required.
830 l7sO mm)' (230 em) (ZdO.m)
Apply'1'diameter spots of asphalt roofing-cement under each tab
corner.Asphalt roofhig cement meeting ASTM I)06 Type II is suggested.
1. it ter—g•
,� (Z30o (90mmJ .`a70.im), RIOvh).
't290 nfir� ,(15min) (35�mn)
MannU,
- "
slx nails(hvo nails 1'25 mm 9-M*
( ). �I✓Jam4Uaderequirss - -• 0 )
inslalW over center sic nags(two nala' r(2s a m)_ n�o mm
cutout--j. instaled over witar ��--�--•
cutaatsssham� �— RoofingCeme
Figure 71-3':{Ise]IVB nails for every fit bland-Slate sbingle. Figure I]:SA.•'Use#W nails and eight spots of aspbati
roofing genian under eaeb tab corner.
*CAUTION:Excessive use of roofing cement can.cause shingles
to blister.
6.16.1 Hip&Ridge for Highland Slate TM,Highland SlateTm IR:Refer to instructions herein for Cedar CreStTM,Cedar CreStTm IR
or Shangle Ridge"' hip and ridge shingles.
6.17 PATRIOTTm:
LOW AND STANDARD SLOPE STEEP SLOPE
Use FOUR nails for every full shingle located as shoim beim. Use FOUR nails and four spots of asphalt roofing cement for every full
shingle as shoum beloix Asphalt roofing cement meeting ASI'M D4586
Type D is suggested.Apply 1°(25 mm)spots of asphalt roofing
Sealant cement as shown.
___ _ CAUTION:Excessive use of roofing cement can cause shingles to blister.
61B' +1'(25 n;) i j t'(25 mm}+
(156 mm) IT
13-10 LT-1B' ————__
(333x::.) (333 mm) (333xm) -r(ssmmj- P(26eei}+-
(1�mn)I• o a C
Roollnp Cement
6.17.1 Hip & Ridge for PatriotTm: Refer to instructions herein for Cedar Cresfm, Cedar CrestTm IR, Shadow RidgeTm,
NorthGate or Shangle RidgeTm hip and ridge shingles.
MEMO ETC,LLC Evaluation Report 3532.09.05-1135
Certificate ofAuthorkation#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1114
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 1S:05/29/2018
Page 14 of 15
ONEMOletc.
7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality
Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1
/R905.2.6.1.
REQUIREMENTS:8. BUILDING PERMIT
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
QUALITY10.
UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com
-END OF EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report 3532.09.05-1115
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1114
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018
Page 15 of 15
MLE Of
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TRINITY I ERD 353 CHRISTIAN STREET, UNIT
#13
Q0OXFORD,CT 06478478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-116
Rutherford, NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
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 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 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling.shall 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 products) 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 6.
Prepared by: �pt�tttrzin,,,
•- 'i��j,5\o-544'29 .
•1:
Robert J.M.Nieminen,P.E. ���!h� �O\k1 i``•�. The facsimile sea Iappea ring was authorized byRobert Nieminen,
Florida Registration No.59166 Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity[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[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.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity ERD 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.
i
UT__P1,.1NrryJERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6th Edition(2017)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
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Kafty Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(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 S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R. SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD 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 FBC HVHZ jurisdictions.
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,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION 171.16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
VT_ RINITYJERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If.not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS)
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBond'" FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
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; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC 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 Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
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-on tile systems (Tri-Built S/A HT TU Underlayment only), 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.
'Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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NTINi-rYIERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II 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 (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
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 FRSA/TRI April 2012 (04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
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'\,PTRINITY I ERD
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
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
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can•only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Tri-Built S/A HT TU
Underlayment
Lugged
i
uvt
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
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TRINITY I ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
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 S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated 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, broom or hand-press the membrane 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,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC 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 release paper 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 HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport,MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)S16-1485 Revision 6:09/25/2017
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