HomeMy WebLinkAboutCasey Suarez NOC,ptoduct approvalsJOSEPH E
FILE # 4
C
CMTrPu rT. `I.NV r•1T: MUP rTPrTTTrP rr1TTT?T — _QATWrP T.[TrTF' rr1TTMrPV
739139 OR BOOK
4458 PAGE 116, Recorded 08/07/2020
02:15:37 F
NOTICE OF COMMENCEMENT
To be completed when construction value exceeds $2,500.00
PERMIT#:
TAX FOLIO t# Parcel ID: 1423-602-0005-000-5'
STATE OF FLORIDA
COUNTY OF SIT
The undersigned hereby give!;!
notice that improvement will be made to certain real property, and in acc
dance with Chapter 713, Florida
Statutes, the following infornption
is provided in this Notice of Commencement
LEGAL DESCRIPTION OF PROI
ERTY (AND STREET ADDRESS, IF AVAILABLE):
QUEENS COVE -UNIT TH
ZEE- BLK 25 LOT 5
GENERAL DESCRIPTION OF 1
. PROVEMENT: REROOF
OWNER INFORMATION OR L
SSEE INFORMATION, IF THE LESSEE CONTRACTED FOR THE IMPROVEMEN
:
Name: Casey Darrell S
arez & Marilyn Gale Suarez
Address: 115 Queens RD
Hutchinson Island, FL 34949
imerestinproperty: RESIDENCE
I
Name and address of fee sim le title holder (if different from Owner listed above):
CONTRACTOR'S NAME: MA
2ZO ROOFING, INC. Phone No.: (7
871-2489
1URST DRIVE ,PORT SAINT LUCIE FL. 34983
Address: 861 A- SW LAKEI
SURETY COMPANY (if applica
Ile, a copy of the payment bond is attached):
Name and address:
Phone No.:
Bond amount:
LENDER'S NAME:
Phon
No.:
Address:
Persons within the State of F)arida
designated by owner upon whom notices or other documents may I
e served as provided by Section 713.1
(1) (a) 7, Florida Statutes:
Name:
Phon
No.:
Address:
In addition to himself or hers
If, owner designates Of
receive a copy of the Lienor's
qotice as provided in Section 713.13(1)(b), Florida Statues.
Phone number of person or a
itity designated by Owner:
Expiration date of Notice of I
ommencement:
(the expiration date may not.
be before the completion of construction and final payment to the cont
dor, but will be 1 year from the date c
recording unless a different
ate is specified):
WARNING TO OWNER: ANY F
YMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE O
_COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS LINDE
CHAPTER 713 PART I SECTION 713.13 FLORIDA STATUTES AND CAN RES
LT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR P
PERTY. A NOTICE'OF COMMENCEMENT MUST BE RECORDED AND POS
ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND
'O OBTAIN INA CI CONSULT WITH YOUR LENDER OR AN ATTORNEY Bi
FORE COMMENCING WORK OR
RECORDING YOUR NOTICE
E6 CEMENT.
Under penalty of rjury,l�
re that I have read the foregoing and that the facts in it are true to the
best of my knowledge and belief.
Signature of Ow r Less , or Owner's or Lessee's Authorized OWmer/Director/Partner/Manager/A
torney-in-fact
6W
S'rgnatoWs Title/Office
The foregoing instrument wa iacknowledged before ay of
2011�
/m�ethis
Y2 �Sut��-etas t/W�C�" for
If of whom instrument was executed
N e of person ' Type of authority (e.g. officer, trustee) Party on be
Personally known or produced id
jliI6ry'sSIdnatijre Type of identification ro u
tification E31"
l/-1/ h
,•; . a ^•.
(Print, Type, or Stamp Comm ssionedName ofNotary) i`•*;__ IotaryPublic
TABLD\Bidg Forms\New Al plicationsWorms\Notice Of CommencementDocx
Bonde,
LISA MARIE MONTELEONE
- StateofFlorida
Commission:; GG 190497
y Comm. Expires Feb 27.2022 Rev.
through National Notary Assn.
ro
0
9115111
7/29/2020
Florida Building Code Online
BCIS Home I Log In 1 1 ser Registration i Hot Topics I Submit Surcharge % Stats & Facts ! Publics
db
a
f(APAlproval
USER:ER: Public L er
Product Approval Menu > roduct or A _plication Search > Application List > Application Dotail
FL # FL17022-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments 08/18/2017v. date reapply
Archived
Product Manufactur r Extreme Metal Fabricators, 1
Authorized
Technical P
Quality Assurance
Category
Subcategory
Compliance I
Florida Engineer o
Evaluation Report
Florida License -
Quality Assurance
Quality Assurance
Validated By
Certificate of
Referenced S
2160 SW Poma Drive_
Palm City, FL 34990
(772)872-8034
flvalidation@yahoo.com
Richard McKuhen
flvalidation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990 -
(772)872-8034
richard@emfab.net
Roofing
Metal Roofing
Evaluation Report from a
Professional Engineer
Evaluation Report - h
t Name who developed the LOCKE BOWDEN
PE -49704
Keystone Certifications, I
Expiration Date 04/22/2024 .
Zachary R. Priest, P.E.
Validation Checklist -
and Year (of Standard)
Equivalence of Proc'uct Standards
Certified By
Sections from the Code
Standard
TAS 125
UL 1897
UL - 580
ons Contact Us BCIS Site Map ! Unks I Search
7
ida Registered Architect or a Licensed Florida
:opy Received
Received
Year
2003
2012
2006
7/29/2020
Florida Building Code Online
Product Approval Mjjthod Method 1 Option D
Date Submitted
08/18/2017
Date Validated
17022.1
08/25/2017
Date Pending FBC A
proval
08/28/2017
Date Approved
10/10/2017
Summary of
FL #
Model, Number or Name
Description
17022.1
1 - "5V Crimp" (R6)
26 Gauge steel, ; 8" rib height, 24" wide lapped roof panel
mechanically att. ched to 15/32" plywood or Wood Deck with,
fasteners
Limits of Use
In ructions
Injbnde
Approved for us
in HVHZ: No
FLII L 17022.1 S V CRIMP ssr.pdf
Approved for us
outside HVHZ: Yes
VeLoc a Bowden, P.E. 49704
Impact Resistan
: No
Crnde endent Third Party: Yes
Design Pressure
+N/A/ Table A
EvRep its
Other: Refer to
aluation report for conditions. Install the
FLA FL 17022.1 5 V CRIMP ssr.pdf
assembly in compii
ance with the installation method listed in
CrInde endent Third Party: Yes
this report and ap
icabie code sections of FBC. Refer to
manufacturers ins
aliation. instructions.
I
17022.2
2 - "5V Crimp" (116)
0.032" Aluminu 3/8" Rib height, 21" wide lapped roof panel,
mechanically atts ched to 15/32" plywood or Wood Deck with
exposed fastener
Limits of Use
Installation Ins tructions
Approved for us
in HVHZ: No
FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf
Verified By: Loci a Bowden, P.E. 49704
Approved for us
. outside HVHZ: Yes
Impact Resistan
: No
Created by Ind endent Third Party: Yes
Design Pressure
+N/A/ Table A
Evaluation Rep rts
Other: Refer to a
aluation report for conditions.Install the
FL17022 R7 AE' FL 17022.2 '5 V CRIMP 0.032 ALUM ssr.pdf
Created by Inde endent Third Party: Yes
assembly in comp)
ance with the installation method listed in
this report and ap
icable code sections of FBC. Refer to
manufacturer's in
aliation instructions.
17022.3
3 - "1.5" Mechanical Seam" (R5)
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof
panel mechanica ly attached to 15/32" plywood or wood deck
with clips and fa: teners.
Limits of Use
Installation Ina tructions
Approved for us
j- in HVHZ: No
FL17022 R7 11 FL 17022.3 1.5 MECHANICAL
Approved for us
. outside HVHZ: Yes
seam 24ga ssr.l df
Impact Resista
t: No
Verified By: Loc a Bowden, P.E. 49704
Design Pressure
+N/A/ -Table A
Created by Inde endent Third Party: Yes
Other.. Refer to a
aluation report for conditions and limitations
Evaluation Rep rts
of use. Install the
sserrlbiy in compliance with the installation
FL17022 R7 A F 17022.3 1.5 MECHANICAL
method listed in tt
is report and applicable code sections of
seam 244a ssr. df
FBC. Refer to man
ifacturer's installation instructions.
Created by Inde endent Third Party: Yes
i
17022.4
4 - "1.5" Mechanical Seam" (115)
1.5" rib height, 6" wide, 0.032" aluminum, standing seam roof
panel mechanica Iy attached to 15/32" plywood or Wood Deck
with clips and fa eners.
Limits of Use
Installation In: ctions
.Approved for us
l in HVHZ: No
FL17022 R7 II FL 17022.4 MECHANCIAL SEAM
Approved for use
outside HVHZ: Yes
ALUMINUM ssr. df
Impact Resista
No
t• No
Verified By: Loc ce Bowden, P.E. 49704
Design Pressur
: Table A
Created by Ind pendent Third Party: Yes
Other: Refer to a
valuation report for conditions and limitations
Evaluation Rep orts
of use. Install the
Issembly in compliance with the installation
FL17022 R7 A FL 17022.4 MECHANCIAL SEAM
method listed in ti
is report and applicable code sections of
ALUMINUM ssr. df
FBC. Refer to man
rfacturer's installation instructions.
Created by Inde pendent Third Party: Yes
17022.5
5 - "1 in. Nail Strip" (R5)
1" rib height, 16 wide, 26 gadge steel, standing seam roof
panel mechanics Ily attached to 15/32" plywood or wood deck
with fasteners.
Limits of Use
Approved for ue
a in HVHZ: No
Installation In .tructions
FL17022 R7 FL 17022.5 1.0 NAILSTRIP ssr.pdf
Verified By: Loc a Bowden, P.E. 49704
Created by Ind pendent Third Party: Yes
Approved for us
a outside HVHZ: Yes
it.
Impact Resistal
No
Design Pressur
Other: Refer to .
: +N/A/ -Table A
aluation report for conditions and limitations
Evaluation Rel orts
FL17 22 R7 A FL17022.5 1.0 NAILSTRIP s npdf
Created by Ind pendent Third Party: Yes
of use. Install the
assembly in compliance with the installation
Bas Home I Login i User P.agtstntion ! HoMpla
Florida�.��}
'+ Produet Approval
r
. J USER: PuhBc User
product poroyal Menu > Preduct lir Aoaliratlan $eardt >
FL
Application Type
Code Version
Application Status
Comments
Archlved
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emali
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who de%
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Valldated
Date Pending F13C Approval
Date Approved
Submit Surcharge I scam a Pad: ; publications I contact Us I Bels Sita Map I oris I Search ]
> Appn4tlan Detail
the Evaluation Report
FL16048-R6
Revision
2017
Approved
Tri -Built Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
davtd.ruiz@trlbuiltmg.com
David Ruiz
davld.ruiz@trlbuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.rulz@tribuiltmateriaisgroup.com
Roofing
Underlayments
Evaluation Report from a Florida Re
Evaluation Report - Hardcopy R
Robert Nleminen
PE -59166
UL LLC
06/29/2023
John W. Knezevich, PE
Validation Checklist - Hardcopy
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI April 2012 (04-12)
UL 1897
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
�AAFRNS?IE:�:�Bp:R RB✓'a' . 6fa,l}lul}IRNS• ;q,
rchltectora Licensed Florida Professional Engineer
FL* fodel, Number or Name Description
16048.1 ' RI -BUILT Roof Underlayments Self -adhering, modified humen roof underlayments
Limits of Use Installation Instructit
:
Y
Approved for use in HVHZNo
Approved for use outside HVHZ: Yes �' Verified By: Robert Niel Inen PE -59166
Impart Resistant N/A Created by Independen Third Party: Yes
Design Pressure: +N/A/ -150 Evaluation Reports
Other: 1.) The design pressure noted he -In pertains to use of foam -on the systems overtop the selF P
adhering underlayment for one particular plication. See ER Section 5.6.4 for details. 2.) Refer to ER Created by Independe Third Party; Yes
Section 5 for other Limits of use. _
Back Nest
Year
2015
2005
2011
2012
2012
Contact US :: Oaal BI 1 Sia R -'� '21IehOese FL 32399 !!_d9f8
The State OF Flonda W an AryEC-0 employer f,�u}u,ht �Oey-2013 5yte or Fladde. ;; ^-"o.w..N� -; Ib111N SYi tame t :: a' d stat m tit
retic. n
Under Rodda law, ema9 addresses are public records. you tlo not wantyour e-mail adtlless released In response bq o pub8rreaNs request, tlo not send eiecbaNc 11 m this entay. instead, wntact the efBGe by phone or by tredltlonal mall. i<you haw: airy quest
please contactS50.487.1395. •Forwent to Semon 55.275(1), Randa Statutes, oaadNe October 1, 2012, Ileensoes Ilaensed uMer Ghaphr 455, FS. must pmv, de a Depadmt wiM`anyemMll address If rey Mµ oMu Th ryemaLs pry ^Ided or
he used Po_ omA
TRINITY
EVALUATION REPORT
TRI -BUILT Materials Group,
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
SCOPE:
This Evaluation Report is i!
construction materials in ti
P.E. for use of the produc
products described herein
sections noted herein.
DESCRIPTION: TRI -BUILT
LABELING: Labeling shall bl
herein.
CONTINUED COMPLIANCE: Thio
Quality Assurance documer
this Evaluation Report by
changes or the referenced
Evaluation Report relative t
ADVERTISEMENT: The Evalua-
advertising literature. If an
rERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
(tion Report A42960.10.12-116
FL16048-R6
Date of issuance: 10/25/2012
Revision 6: 09/25/2017
ied under Rule 61G20-3 and the applicable rules an regulations governing the use of
State of Florida. The documentation submitted has b en reviewed by Robert Nieminen,
under the Florida Building Code and Florida Buildi Code, Residential Volume. The
ave been evaluated for compliance with the a Edi ion (2017) Florida Building Code
Underlayments
in accordance with the requirements the
.valuation Report is valid until such time as the named
ation changes, or provisions of the Code that relate to
ie named client constitutes agreement to notify Ro
uality Assurance documentation changes. Trinity) ERE
updated Code requirements with each Code Cycle.
in Report number preceded by the words "TrinityIE
portion of the Evaluation Report is displayed, then it s
INSPECTION: Upon request, acopy of this entire Evaluation Report shall be provided
its distributors and shall be Ivailable for inspection at the job site at the request of
This Evaluation Report
Prepared by:
Robert J.M. Nieminen, P.E
Florida Registration No. 59166,
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have
distributing products it evE
2. Trinity I ERD is not owned,
3. Robert Nieminen, P.E. doe
which the evaluation repo
4. Robert Nieminen, P.E. doe
product.
S. This is a building code evl
project on which this Eval
specifically for that purpo:
of pages 1 through 6.
DCA ANE1983
,0ItITi1791,„,
• �fJnir.gai«�
P.E.
nor does it intend to acquire or will it acquire, a financial
>erated or controlled by any company manufacturing or distrib
not have nor will acquire, a financial interest in any company
i are being issued.
not have, nor will acquire,'a financial interest in any other en
n. Neither TrinitylERD nor Robert Nieminen, P.E. are,
Report, or previous versions thereof, is/was used for p
Quality Assurance Agency noted
zroduct(s) changes, the referenced
he product change. Acceptance of
ert Nieminen, P.E. if the product
requires a complete review of this
Evaluated” may be displayed in
be done in its entirety.
the user by the manufacturer or
Building Official.
seal appearing was authorized by Robert Nieminen,
12017. This does not serve as an electronically signed
in any company manufacturing or
products it evaluates.
ifacturing or distributing products for
involved in the approval process of the
any way, the Designer of Record for any
fitting or design guidance unless retained
TRINITY ;ERD
ROOFING COMPONENT EVALU �rION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statemer t: TRI -BUILT Roof Underlayments, as produced by TR -BUILT Materials Group, LLC, have
demonstrated compliz nce with the following sections of the 6th Edition (2017) F' orida Building Code through testing
in accordance with th following Standards. Compliance is subject to the Install tion Requirements and Limitations /
Conditions of Use set 1 Drth 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, 1501.2.9.2 .2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 012 (04-12) 2012
3. REFERENCES:
hititz Examination Reference Date
ERD (TST6049) Physical Properties 540540.02.13-. 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- 04/02/2014
ERD (TST6049) Physical Properties 544870.04.14 04/02/2014
ERD (TST6049) Physical Properties 544870.04.14-. 04/10/2014
ERD (TST6049) Physical Properties 544870.04.1 04/10/2014
ERD (TST6049) Physical Properties 543530.02.14- -R1 05/14/2014
ERD (TST6049) Physical Properties S43530.05.14 05/28/2014
ERD (TST6049) Physical Properties S40540.10.14 10/31/2014
ERD (TST6049) Physical Properties SC764S.02.15 02/13/2015
ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD (TST6049) Wind Resistance SC14045.05.1- -Ri 06/07/2017
UL, U.C. (QUA9625) Quality Control Multiple-Listin , R16814 12/10/2015
UL, LLC. (QUA9625) Quality Control Service Confirr cation Exp. 07/18/2020
4. PRODUCT DESCRIPTIOI I:
4.1 Tri -Built Sa ad -11 SA Shingle Underlayment is a self -adhering, glass mat reinforced, sand -surfaced, SBS
modified bi umen roof underlayment, with a 36 -inch sheet width; mc ats ASTM D1970.
4.2 Tri -Built S/ k HT TU Underlayment is a self -adhering, non -woven p yester fabric surfaced, SBS modified
bitumen ro if underlayment; meets ASTM D1970 and FRSA/TRI April 012.
4.3 Tri -Built Si tooth HT S/A Underlayment is a self -adhering, Blas. -mat reinforced, film -surfaced, SBS
modified bi :umen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a bi ilding code evaluation. Neither Trinity IERD nor Robe Nieminen, P.E. are, in any way, the
Designer or Record for any project on which this Evaluation Report or previous versions thereof, is/was
used for pe miffing or design guidance unless retained specifically fol that purpose.
5.2 This Evalua :ion Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classil cation is not part of this Evaluation Report; refer to urrent Approved Roofing Materials
Directory fi r fire ratings of this product.
Exterior Research and Design, LLC. l Evaluation Report A42960.10.12 -R6
CerWicate ofAuthorizatlon f�9SO3 6TM EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 2 of 6
5.4 TRI -BUILT
specifically
Authority 1 -
prepared
prepared n
5.5 Allowable I
s
TRINITY; ERD
)f Underlayments may be used with any prepared roof cover where the product is
'erenced within FBC approval documents. If not listd, a request may be made to the
ng Jurisdiction for approval based on this evaluation co bined with supporting data for the
covering.
Underlayment
' TABLE 1A ,ALCOWABLf TILE,AOHESI�E.� UN��RLAYMENT-0011
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
M
tal
Wood Shakes
& Shingles
Slate
Tri -Built Sand -R SA Shin ayes
FL22525 Tfl-BuiItS/AHTTL
i
No
No
I o
Yes
Yes
Underlayment
Tri -Built S/A HT TUYes
Yes
Yes
,s
Yes
Yes
Underlayment
See 5.5.1
Tri -Built Smooth HT S/A
Yes
No
No
s
Yes
Yes
Underlayment
I
r , „r,..,. r%_ -11
iv c� umitad +t, � e- of rhP fh1inwine Aooroved tile adhesi
es / underlayment combinations.
5.6
5.6.1
5.6.2
Tri -Built Sa d -R SA Shingle Underlayment, Tri -Built S/A HT TU Unde rlayment or Tri -Built Smooth HT S/A
Underlaym ant applied to:
Plywo ; ASTM D41 primed plywood; OSB; ASTM D41 primed c 5B; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concr ,te.
While not r squired over plywood, OSB or Southern Yellow Pine subst ates, TRI -BUILT Materials Group, LLC
recommen Is priming the deck if the final roof cover is not slated f( r installation within 24 hours. Note:
TRI -BUILT I1laterials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior t ) installation of the self -adhering underlayment.
Bond -to -In ulafiion:
Tri -Built Sa rld-R SA Shingle Underlayment, Tri -Built S/A HT TU Und rlayment or Tri -Built Smooth HT S/A
Underlayrr ent applied to:
➢ Dens I eck Prime; SECUROCK Gypsum -Fiber Roof Board.
For install; tion under mechanically attached prepared roof cover! igs, insulation shall be attached per
minimum i equirements of the prepared roof covering manufacture) s Product Approval. For installations
under foal n -on tile systems (Tri -Built S/A HT TU Underlayment nly), insulation attachment shall be
designed I V a qualified design professional and installed based on t sting of the insulation/underlayment
system in • ccordance with FM 4474, Appendix D or TAS 114, Appen l ix J.
1 Refer to Tile Manufm
Exterior Research and Design,
Certificate of Authorization #S
is or Adhesive Manufacturer's Florida Product Approval for
CH EDITION (2017) FBG NON-HVHZ EVALUATION
TRI -BUILT Roof Underlayments; (800) 516-1485
Moment Resistance Performance.
Evaluation Report A42960.10.12-116
FL16048-R6
Revision 6:09/25/2017
Page 3 of 6
' TABLE 1A ,ALCOWABLf TILE,AOHESI�E.� UN��RLAYMENT-0011
-
BIl�A710NS..: '
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polysetm J
H-160 FL6332 Tri -Built S/A HT TL
Underlayment
DowTileBondTM
FL22525 Tfl-BuiItS/AHTTL
i
Underlayment
5.6
5.6.1
5.6.2
Tri -Built Sa d -R SA Shingle Underlayment, Tri -Built S/A HT TU Unde rlayment or Tri -Built Smooth HT S/A
Underlaym ant applied to:
Plywo ; ASTM D41 primed plywood; OSB; ASTM D41 primed c 5B; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concr ,te.
While not r squired over plywood, OSB or Southern Yellow Pine subst ates, TRI -BUILT Materials Group, LLC
recommen Is priming the deck if the final roof cover is not slated f( r installation within 24 hours. Note:
TRI -BUILT I1laterials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior t ) installation of the self -adhering underlayment.
Bond -to -In ulafiion:
Tri -Built Sa rld-R SA Shingle Underlayment, Tri -Built S/A HT TU Und rlayment or Tri -Built Smooth HT S/A
Underlayrr ent applied to:
➢ Dens I eck Prime; SECUROCK Gypsum -Fiber Roof Board.
For install; tion under mechanically attached prepared roof cover! igs, insulation shall be attached per
minimum i equirements of the prepared roof covering manufacture) s Product Approval. For installations
under foal n -on tile systems (Tri -Built S/A HT TU Underlayment nly), insulation attachment shall be
designed I V a qualified design professional and installed based on t sting of the insulation/underlayment
system in • ccordance with FM 4474, Appendix D or TAS 114, Appen l ix J.
1 Refer to Tile Manufm
Exterior Research and Design,
Certificate of Authorization #S
is or Adhesive Manufacturer's Florida Product Approval for
CH EDITION (2017) FBG NON-HVHZ EVALUATION
TRI -BUILT Roof Underlayments; (800) 516-1485
Moment Resistance Performance.
Evaluation Report A42960.10.12-116
FL16048-R6
Revision 6:09/25/2017
Page 3 of 6
5.6.3
5.6.4
Tri -Built San -R SA Shingle Underlayment, Tri -Built S/A HT TU Unde
Underlayme t applied to:
➢ ASTM D2.6, Type I or 11 felt.
`� s TRINITY ! ERD
tiq
or Tri -Built Smooth HT S/A
For installad ns under mechanically attached prepared roof coverins, base layer shall be attached per
minimum c dified requirements. For installations under foam -on tile systems (Tri -Built S/A HT TU
Underlayme t only), base layer shall be attached per minimum requiij ements of FRSA/TRI April 2012 (04-
12).
does not ad rens wind uplift resistance of all underlayment systems i
the underlay ment forms part of the load -path. The following wind L
underlayme t systems that are not addressed in FRSA/TRI April 2012
applications Maximum Design Pressure is the result of testing
allowable w d loads, and reflects the ultimate passing pressure divi(
per FBC 1501.9 has already been applied). Refer to FRSA/TRI April 21
FBC 1609 foi determination of design wind pressures.
#1 Maximum D '-sign Pressure= -45.0 pst:
Deck: Min. 15/32 -inch plywood to meet project requ
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIME
Underlavme t: Tri -Built S/A HT TU Underlayment, self -adhered.
#2 Maximum DDis±n Pressure = -67.5 pst:
Ls: FRSA/TRI April 2012 (04-12)
!ath foam -on the systems, where
t limitations apply to direct -deck
-12) and are used in foam -on tile
wind load resistance based on
by 2 (the 2 to 1 margin of safety
(04-12), Appendix A, Table 1A or
to satisfaction of Authority
Deck: Structural concrete to meet project requirements' to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlavme t: Tri -Built S/A HT TU Underlayment, self -adhered.
#3 Maximum C si$n Pressure=-1bU.0 PST: .
Deck: Min. 7.5/32 -inch APA -rated BCX plywood (may be
requirements to satisfaction of Authority Having Ju
Deck Prepa tion: Plywood shall be thoroughly cleaned to remove
adhesion. All sheathing fasteners shall be drive
splinters and wood projections shall be removed/s;
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlaym(nt: Tri -Built S/A HT TU Underlayment, self -adhered,
roller and/or weighted roller to ensure there are
voids/bridging at side and end -laps.
#4 Maximum LleSign Pressure= -uU.0 asr:
Deck: Min. 19/32 -inch plywood to meet project requi
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanics
and tin caps (FBC 1517.5.2) spaced 6 -inch o.c. at tl
equally spaced rows in the center of the sheet.
Underlavm ,nt: Tri -Built S/A HT TU Underlayment, self -adhered.
C -side up) to meet project
dust and debris that may inhibit
flush with the surface. All sharp
shall be thoroughly roll using hand
no voids, and ensure there are no
to satisfaction of Authority
attached with nails (FBC 1517.5.1)
4 -inch laps and 6 -inch o.c. in three,
Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6
Certificate ofAuthorhation #9503 CH EDITION (2017) FBC NON-HVHZ EVAWATION FL16048-116
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
5.6.4.1 For mechan
or exceed ti
Alternativel,
design pres
attachment
Commonly
Application
Section 2.2.:
5.7 Exposure U
5.8
\, TRINITY; ERD
illy attached Base Sheet, the maximum design pressure or the selected assembly shall meet
: required under FRSA/TRI April 2012 (0412), Appendix k, Table IA.
the maximum design pressure for the selected assernk ly shall meet or exceed the Zone 1
re determined in accordance with FBC 1609. In this c ise, Zones 2 and 3 shall employ an
ensity designed by a qualified design professional to r sist the elevated pressure criteria.
;ed methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
tandard RAS 117. Assemblies marked with an asteris * carry the limitations set forth in
.1 of FM Loss Prevention Data Sheet 1-29 (January 201 ) for Zone 2/3 enhancements.
Tri -Built Sa d -R SA Shingle Underlayment or Tri -Built Smooth HT
exposed for longer than 30 -days after installation
Tri -Built S/A HT TU Underlayment shall not be left exposed for longer
When to
be as fol
tiles.
Underlayment
Tri -Built SIA HT TU
Underlayment
roof tiles on the underlayment in direct -deck tile
These slope limitations can only be exceeded by
Tile Profile
Flat
Lugged
Max. 10 -tile
shall be inverl
on sloe
Underlayment shall not be left
180 -days after installation.
blies, the maximum roof slope shall
battens during loading of the roof
TALIATIONS
Maximum
ng Method
Slope
1D -tile stack
6:12
10 -tile stack
5:12
ck (bottom 2 -tile stack
, followed by 8 tiles high
6:12
as shown below)
r�.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12 -R6
Certijkate of Authorization #9503 '; a EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/2512017
Page 5 of 6
6. INSTALLATION:
6.1 TRI -BUILT
published
specifics rn
6.2 Re -fasten
to remove
6.3 Tri -Built S;
6.3.1
6.3.2
6.3.3
Shall be
1507.1.1
While primi
cover is not
Apply sheet
ft of release
Adhere the
Once the e
membrane
Horizontal
inches and
TRI -BUILT A
When insta
overlap are
For Valleys
over valley
each direct!
if Underlayments shall be installed in accordance w
allation requirements subject to the Limitations set
I below.
loose decking panels, and check for protruding nail he
dust and debris prior to application, and prime the sub.
d in compliance with the requirements for ASTM
type of prepared roof covering to be installed.
is optional, TRI -BUILT Materials Group, LLC recomn
ted for installation within 24 hours.
rallel to the roof edge. Roll out approximately 10 ft
<posed part to the substrate and unroll the remaining m
fire length of membrane is in place, peel -off the relei
;ht. Firmly roll, broom or hand -press the membrane int
!ams should be minimum 3 -inches, configured to shed
aggered not less than 2 -ft from vertical seams in the col
Iterials Group, LLC requirements.
ing at slopes above 8:12, TRI -BUILT Materials Group,
at the top of the sheet at 12 -inch D.C.
id Ridges: Cut underlayment into 4 to 6 foot lengths. Pe
r ridge. Drape and press sheet into place, working fror
n. For valleys, apply the sheet starting at the lowest poli
Reference i; made to FRSA/TRI April 2012 (04-12) Installation
instructions noted above as a guideline.
For foam-ofile applications, reference is made to Section 5.6.4 h
fall outside :he scope of FRSA/TRI April 2012 (0412).
Tile shall I e loaded and staged in a manner that prevents
underlayme t. See Table 2 herein, and TRI -BUILT Materials Grc
staging.
7. BUILDING PERMIT ii
As required by the
this product.
8. MANUFACTURING
Gulfport, MS
9. QUALITY ASSURANCE
UL, LLC —QUA9625;
F
TRINITY; ERD
TRI -BUILT Materials Group, LLC
th in Section 5 herein and the
Sweep the substrate thoroughly
e (if applicable).
underlayment in FBC Table
priming the deck if the final roof
membrane and peel back the first 3
mbrane as far as possible.
e film diagonally while holding the
place to achieve a bond.
Nater. Vertical seams should be 6 -
se below, sealed in accordance with
recommends back -nailing in the
the release paper and center sheet
the center of the valley or ridge in
and work upward.
and Table 1 herein, using the
for wind resistance limitations that
slippage and/or damage to the
LLC published requirements for tile
Official or Authority Having Jurisdiction in order ta� properly evaluate the installation of
578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6
Certif&ote of Authorization x/9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2027
Page 6 of 6