HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 05108\2018 Permit Number: 00� v Olb
RECEIVED
• MAY O`9 2018
Building Permit Application Permitting Department
St. Lucie County
Planning and Development Services
Building and Code Regulation Division
'2300 Virginia Avenue,Fort Pierce FL 34982
Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Roof
PRCIPOSED IMPROVEMENT LOCATION y
Address: 249 Bimini Drive
Legal Description: CORAL COVE BEACH-SECTION ONE- BLK 2 LOTS 9& 10 AND N 10 FT OF VAC ALLEY ADJ ON S
(OR 783-1747;3713-2209:3716-1778) (0.44 AC-19,200 SF)
Property Tax ID#: 1425-701-0031-000-6 Lot No.9&10
Site Plan Name: Block No. 2
Project Name:
Setbacks Front Back: Right Side: Left Side:
DEl'AILED DESCRIPTION-OF WORK ;er '
. h
Remove three tab roof shingles and underlayment and replace with peel and stick underlayment and
Owens Corning 130 mph limited lifetime dimensional/architectural laminated type shingles.
tCONSTRUCTION INFORMATION A
L. .. .:r �,� - e..:
JA
clitional work to be ertormed under tispermit—check all that appy:
HVAC Gas Tank ❑Gas Piping _Shutters Q Windows/Doors
n
i
Electric 0 Plumbing U Sprinklers li Generator W1 Roof 4\12 Roof pitch
Total Sq. Ft of Construction: 2100 S�Ft.of First Floor: 980
Cost of Construction:$ 8100.00 Utilities:L Sewer E]Septic Building Height:_L 5_-r
01NNERLESSEE CONTRACTOR
fr..�
!Name Randy Murdock Name: Steve Castonguay
249 Bimini Drive Castonguay Roofing LLC
Address: Company: 9 y 9
City: Fort Pierce State:FLAddress: 3271 Orleander Ave.
Zip Code: 34949 Fax: City: Fort Pierce State:FL
Phone No.772-971-7596 Zip Code: 34982 Fax:
E-Mail:Ranmurdock@gmail.com Phone No. 772-461-6145
Fill in fee simple Title Holder on next page(if different E-Mail:
from the Owner listed above) State or County License: CCC055573
;If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONST R 1GTIG
DESIGNER/ENGINEER: NotApplicable MORTGAGE COMPANY: ^Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
I
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated.
II 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 any 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,
accessory 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 res in your paying twice for
improvements to y roperty.A Notice of Commencement must be reco d a posted on the jobsite
before the fir p7ct' n. If you intend to obtain financing,consult wit ender an attorney before
commencin ork oordin our Notice of Commencement.
Signature o essee/Contractor as Agent for Owner Si nature of Contr or/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OFCOUNTY OF 5± 1,=JA QjI
The forgoing instrument Ivas acknowledged b fore me The forgoing instrument was acknowledged before me
thisday of 20�y this 9 day of_�_ .20_1f�by
{��� n Qua �/
Name of person aking statement Name of perso making statement
Personally Known V'OR Produce�d�ldentificatlon Personally Known V OR Produc d Identification
Type of Identification 1'C51C'�i yyJ Type of Identification A
Produced Produced
,u,
r`
-MU K
j (Signature of Notary Publi101`14WIRES:Septernber3,2020 Ignature of Notary Public ori RDOCK
' COMMISSION#00 020141
'
Commission No. /� �'% :F :�* Bciuled Ttuu Notary Public Ut>drxwri =*� z
�!/ i� mmission No. b` Pt S:September3.2020
Notary PuWk U
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev.8/2/17
's- �
:h; s' us», 15
EXTERIOR RESEARCH &DESIGN, LLC.
Certificate of Authorization#9503
TRINITY( 353 CHRISTIAN STREET, UNIT
QOERD OXFORD,CT 06478478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FL10674-1113
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)404-7829 Revision 8: 10/09/2017
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: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements 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 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. TrinityJERD 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 I ERD 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 8.
Prepared by: —
.1-
r,�C� ,..:••.rte.�
Robert J.M. Nieminen P.E. 3> �,k, The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983
Nieminen,P.E.on 10/09/2017.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 lERD 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.
��TRINFY I ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning, have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Building Code and 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
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:
Entity Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-132453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classics and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 DevonshireTm are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition' Durations, Duration' Premium Cool, TruDefinition' Duration' Designer Color
Collection, Tru Definitions Oakridge', Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgell Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 2 of 8
�"T (NITY I ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt 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 use 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 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd= 150 mph (V,,,,=194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof 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 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 611320-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 611320-3,per FBC 1507.2.3,1507.2.4 or R905.2.3.
6_2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
i Berkshire®shingles require minimum five(5) nails per shingle.
> WeatherGuarde HP shingles require minimum six(6)nails per shingle.
Devonshire'"shingles require minimum six(6)nails per shingle.
i Starter Strip Shingle and Starter Strip Plus require minimum five(5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt undedayment Deck Felt urdedayment Deck Self adhered
Self-adhered
WeatherLockV
Wka undedaymerd
eatherLoc
underlayment
Drip edge
Drip_ Drip edge Drip—
edge edge
Nails fowled Nags located
2'-3'from save
2-3"from eave
i
Install first Self-sealing adhesiveSeNKeaGng adhesive
Starter Strip positioned along eave Instal6rst Stertor Strip Plus positioned along eave
shingle with with V moved
6`removed "
Starter Strip shingle overhangs eaves and rakes'/i 144' Starter Strip Plus overhangs eaves and rakes 1/4--3/4'
Exterior Research and Design,I.I.C. r Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
TRINITY i ERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area para Normal Mansard or Area para
Wind Areae High Wind desvanas y Wind Areas High Wind desvanes y
Arae para vientos nor naies Areas vlarrtoz fuartes Area para vientos normafee Atses vientos fuertas
�•�r (A) ' '' z' (B r '' 1. tz t t• �• z� t61 z. �.
5•Esposure 65/6•Exposure
Eapoaleidn ib posiei6n
6.2.7 Minimum Nailing—Berkshire®:
Sealant strip Sealani strip
La 18a de s"qr U tira de setlador
9t4' 9Yf 1 9 v SYf r •e+h• 8W aW 8W
. r
1
Standard Fastening Pattern 6-Nail Fastening Pattern
Seahrd st4
La tba de s0kdw
,..--�..---i. a.-.a 0
t•sof s+/f 8 9f 8 Yf
r
t
2' Asphalt rooting oement
Comeato da teebo de ad0o
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
TRINITY I ERD
6.2.8 Minimum Nailing—Devonshire'":
7" 8" 8" 8" 7"
• a
aavo�
••••_• Nails
5.5/8'exposure
Exposiciiin de 5.5/8 ping Sealant location
Uhicacibn del sellador &W
Ten 1'Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinitionm Duration, Duration® Premium Cool & TruDefinition'
Duration Designer Color Collection:
4-Nall Fastening Pattem 6-Nall Fastening Pattem
SunNa1/ID tast..V area W dth smNalle ta,tenlrq a width
Na.TyplCal Naa.Typical
1^ 1r 1r r r 12" 1r r
.a..c�.o"..xx..�,,.•..,:.: .. �.®.oaxk+x ::ra.,s s.ew+•�, .s•, x�..•,r�,.M,e
6118^
b3 ''^J V61 `R? '.: � Pr' + Y,.'�".'v. .14
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
11-11WR taming—•ldth
Nap.lyplw
+• it I 1Y
w.«r s....r_...:.•gin.. ..�no�a,.pwr r.x_.�o.... �-.•,
0.+R•S.LB" Sr„p�0111—R
..`i
Four 1•Spot 01 AfptW(Rooling C-4
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
'\�TRINI-ryj ERD
6.2.1 Minimum Nailing—TruDefinition OakridgeO,Oakridgel:
4 Nail Pattern 6 Nail Pattom
Esquema con 4 clavos Esquema con 6 davos
r
6 6/8"Exposure 6 Sir Exposu —W—
Nails Naas
Egcdd6n do 6 618 ptdg cfavos Expodci6n de 56/8 pLdg. 5 5/8"Exposure Claws 6 5W Exposure
Sposiclikin de 6 518pulg. ExposicOn de 5 618pufg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
N-%Typ"
1r Ir
0
6.1tr
iz
3"d AphO R—ftq C—M
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard'HIP:
m *Glib WOW
FmslbrThmu* lJro
bm=
Exterior Research and Design,U.C. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6T"
EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 6 of 8
TRINITY I ERD
6.3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, WeatherGuard' HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidgem Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, including the use of hand-sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge:
Fig.1 44 Fig.2
<— Prevdion Wnd .
. D'aetlion A iopMew SldeVieua
Na4s--* A Nerds Neils
4
TOP Larrlvlalel "ILA
A I I 4' Piece
4 I 1
A I I j I I
I I
I I I I I
� �I
ir
E>7—e n EI
ul
ir
\ 1
I
I
1
6.3.4 Minimum Nailing—WeatherGuard'HP Hip and Ridge:
Fig.A 4 4
Fig.C Hip&Ridge Shingle Fastening
lop Vlsw
Moiling Wind
A
Dimelin
Nails
A i i Naps Nails
I I I I i• �.
I I
1 I
♦ Y
Exposure
Exposure
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 7 of 8
TRINITY i ERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard
{fYind Direction SealantStri Fastening
P Pattern
6'Expmre
12' Sealant
Fasten Ph' 71h'
6"Exposure
m. Cover Ex m
FastenaK with t~—
RDof Cement ---12°—�
6.3.6 Minimum Nailing—DuraRidgelm Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Prmiing Wind Diracd n Top View
Diraciioodaxomntahirnt I- VF eeenigerWIor I-I
Diraod6n d41•unto prodvnimnts T
:I N
2$e c-OeiensCutu
Q aue i
+
W 6
I
P �12-
7.
2 7. LABELING:
7.1 Labeling shall be in accordance with the requirements 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.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order 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 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(631)546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization 119503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate ofAuthorization#9s03
�S3�Ri���E�D0��QOTRRINITYIERD OXFOR[l[TD6478
(2O3)362-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048_R6
|
Rutherford,&UD7O7O Date ofIssuance:80���/2012
l ' '
(800)S16-1485 Revision 6: 89/25/2017
SCOPE:
| This Evaluation Report is issued under Rule 61G20-3 and the applicable rubs 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 [ode and Florida Building [ode, Residential Volume. The
products described herein have been evaluated for comnp8with mEditiom (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlaymeots
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
ComnmusmCormpuamCE: ThbEva|uationReportixvakduoti|suchtirnaaothenamnedpvmduct(s)changes,theuefereoced
/
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
i this Evaluation Report by the named client constitutes agreement to notify Robert Nierninen, P.E. if the product
!
changes orthe referenced Quality Assurance documentation changes. Trinity|ERDrequires acomplete review ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
|
| AovsensEwEmT The Evaluation Report number preceded bvthe words "Trnhy|ERD.Evaluated" may bedisplayed in
'
advertising literature' If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
i
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 ofpages 1through 6'
\
Prepared by:
'
Robert J.M.Nieminem P.E. The*csi=ileseal appearing was authorized by Rooertxienninen,
;b��Re���n�����92@�F���DQ\Ax8�98J `- ---� ,.c=o�zv��nm��"m�="="""**°"�w"�°
document.
CERTIFICATION opINDEPENDENCE:
z. Tr|uity|sVo does not have, nor does it intend to acquire or will it acquire, n financial interest in any company manufacturing or
distributing products it evaluates.
3. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
s. 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.
| s. This isabuilding code evaluation. Neither Trinity|cnonor Robert N|eminen' P.c. are, many way,the Designer cfRecord 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.
QOTRINITYIERD.
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 6a'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:
Entity 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 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 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
j 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 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 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,LLC. Evaluation Report A42960.10.12-R6
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
Page 2 of 6
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5.4 TRI-BUILT Roof Under|aymvmmms may be used with any prepared roof cover where the product is
.
specifically referenced within FBCapprova| 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:
:Ovitk,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 1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
�
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
Adhesive Florida Product Approval Underlayments
ICP Adhesives PolysetO AH-160 FL6332 Tri-Built S/A HT TU Underlayment
�
' 5.6 Allowable Substrates:
(
.
5.6.1 Direct-Bond to Deck:
Tri-8ullt Sand-11 SA Shingle 0mderlaynmentTri-Built S/AHT TWUmdedaymmentorTri-BuNtSmooth HTa/A
Umdedaymnentapplied to:
Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
'
primed Southern Yellow Pine;ASTM D4lprimed 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 ton8ue'und'groove board decking be covered with plywood or
OSB prior toinstallation ofthe self-adhering undedayment.
5.6'2
Tri-BuiltSand-R SAShingle WmderlaymmemzTri-Built S0A HT T0UmdeHaymeotorTri-Built Smooth HT S/A
UmderlaVmmemaapplied to:
}° Dens Deck Prime;SECUROCKGypsum-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
` underfoam'on tile systems (Tri-Built S/A HT TU Umderlaymmemt only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system inaccordance with FK84474,Appendix DorTAS 114,Appendix 1
zRefer mTile ManufactueesnrAdhesive Manufacturer's Florida Product AppmmdforOverturning Moment Resistance Performance.
Exterior Research and Design,uC. Evaluation Report wmays0.ox12-ns
Certificate wfAuthorization*9503 o=EDITION(2oo)pucmom'xvxZEVALUATION ru6048-116
TRI-BUILT Roof uwuewmvmeots;(800)516-1485 Revision 6:uy/2s/2oz7
Page apfs
TRINITY(ERD
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:
S 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 HTTU 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,I.I.C. Evaluation Report A42960.10.12-R6
Certificate ofAuthorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
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5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure hzrthese|e:tedassemblyshaUnoeet
orexceed that required under FRSw/TRUApril 2012(84-12)'Appendix A~Table IA.
'
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with p0C 1609. In this case, Zones Z and 3 shall employ an
attachment density designed by qualified design professional to resist the elevated pressure criteria.
\
Commonly used methods are ANSI/SPRI VKDI, F08 Loss Prevention Data Sheet 1-29 and Roofing
|
Application Standard R&8 117' Assemb|ies marked with an asterisk* carry the limitations set forth in
!
.
Section Z.2'1O.1ofFMLoss Prevention Data Sheet 1-29(January 2016)for Zone 2/]enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R S& Shingle Wnderlahmuent orTri'Built Smooth HTS/& Undedaynmant shall not be left
'
exposed for longer than 30-dmVuafter installation
1ti-Built SbA HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
! 5.8 Tile Sli6page
(
When loading roof tiles nnthe undedaymentindirect-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.
Underlayment rile 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 TLI
Underlayment
Lugged
Exterior Research and Design,uc Evaluation Report A42960.10.12-R6
,
Certificate wfAuthorization A9503 6'EDITION(2uzr)pucmow+xmoEVALUATION FL1604*m6
TRI-BUILT Roof unueoavmeots,(8n0)s16-14n85 Revision 6:09/25/2017
Page s^,s
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TRINITY JERD
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-R SA Shingle Underlavment Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
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 Underlavment 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,LLC. Evaluation Report A42960.10:12-R6
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
- Page 6 of 6