HomeMy WebLinkAboutApplication and Product ApprovalsAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 5/6/2020 Permit Number:
Building Permit Application
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 TYPE; —N P.L RL 0
PROPOSED IMPROVEMENT, LOCATION. - —
Address: 4119 OLEANDER AVE
Property Tax ID #:
Site Plan Name:
Project Name: RE -ROOF
Lot No.
Block No.
TAR OFF SHINGLES- INSTALL METAL ROOF. PRODUCT APPROVAL FL 146 45.3-R3 METAL ROOFING,
TRI -BUILT SMOOTH HT S/A UNDERLAYMENT F' L 1 (p d Lf8 __ Kla
Additional work to be performed under this permit—check all that apply:
_Mechanical _ Gas Tank _ Gas Piping _ Shutters
_ Electric _ Plumbing
Total Sq. Ft of Construction: 1700 = 17 Sqs.
Cost of Construction: $ 2900.00
_ Sprinklers
Name MARGARET BROADHEAD
Address: 4119 OLEANDER AVE
City: FORT PIERCE State:
Zip Code: 34982 Fax:
Phone No. 772 979 3897
E -Mail: BGREEN1 1 12@GMAIL.COM
Generator
Sq. Ft. of First Floor:
-Windows/Doors
Roof 4"X12 Pitch
Utilities: —Sewer Septic Building Height:
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
Name:,
Compa
City: State:_
Zip Code: Fax:
Phone No
E -Mail
State or County License
construction is 52500 or more. a RECORDED Notice of Commencement is required.
If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement Is required.
SUPPLEMENTAL
CONSTRUCTION LIEN LAW INFORMATION,
DESIGNER/ENGINEER: _ Not Applicable
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:
OWNER/ CONTRACTOR AFFIDVIT: 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 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 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 YOU INTEND TO OBTAIN FINANCING, CONSULT
YOUR LENDER OR ANATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." - -
-7W�ITH
//9 Qom.✓ /�,, Zp����G/'
Signature f Owner/ Lessee/Contractor as Agent for Owner
Signature of Contractor/License Holder
STATE OF FLORIDA
STATE OF FLORIDA
--COUNTY-OFswRr1uc1E—
-
-COUNTY OF-----
F _The
Theforgoing instrument was acknowledged before me
this 6 day of MAY 20IQ by
The forgoing instrument was acknowledged before me
this _ day of 20_ by
MARGARET BROADHEAD
Name of person making statement.
Name of person making statement.
{�....
Personally Known OR Pro tion
Type of Identification
Personally Known OR Produced Identification
Type of Identification
Produced -fan!"
b
�'byyf
9ll
�Vj CY
Produced
(Signature of Notary Public- State of Florida x,�Q, ^fP
.VjJ�i`
Commission No. (Seal) yg°�>'>L
s
(Signature of Notary Public- State of Florida )
mmission No. (Seal)
REVIEWS
FRONT
ZONING
SUPER SOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
lev.2/7/19
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. 5V -CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.3-113
ROOFING
METAL ROOFING
i
Prepared For:
Metal Sales Manufacturing Corporation
545 South Yd Street, Suite 200
Louisville, KY 40202
Telephone: (502)855-4300
Fax: _ (502) 855-4200
Prepared By:
Florida ProfessionalEngineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OIC 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation
Ins
Installation Details (1 Page) g cover) ,%%% sOGKALlti �0,.
Report No. C2182-3
Date: 9.9.17
P U'
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q No 62240 •, * M
pro. 11
0 0 STATE OF VQ
%OR,j'
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FL 14645.3-R3
C2182-3
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V -Crimp,
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 19/32" plywood or min. '/4" thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the field and @ 4" o.c. at edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
(Factor of Safety = 2)
Fastener Pattern:
Type:
At panel ends
At intermediate
Test Standards:
Code Compliance:
74.8 psf @ fastener spacing of 16" o.c.
196.75 psf @ fastener spacing of 8" o.c.
#9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8".
@ 6" o.c. across panel width
@ 12" o.c. across panel width
Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
FL 14645.3-R3
C2182-3
9.9.17
Page 3 of 3
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T181-05, Reporting Date 7/21/05 (Tests 41 & 2)
Project No. T240-09, Reporting Date 9/22/09
Architectural Testing, Inc. — West Palm Beach, FL
(Formerly Hurricane Test Laboratory, LLC)
Project No. 0103-0712-09, Reporting Date 9/1/09
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y EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
TRINITY ER® 353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
FL
L I � r�' (S _ yr (203) 262-9245
EVALUATION REPORT t' �,J`'�' (sem
TRI -BUILT Materials Group, LLC Evaluation Report A42960.10.12 -R6
PO Box 70
Rutherford, N107070
(800)516-1485
FL16048-R6
Date of Issuance: 10/25/2012
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 61h 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 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. Trinityl 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) 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Hobert Nieminen,
P.F. on 09/25/2017. This does hot serve as an electronically signed
docVment.
CERTIFICATION OF INOEPENOENCE:
1. TrinitylERD 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 lERD 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 Trinityl 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.
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:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
540540.02.13-1
02/19/2013
ERD (TST6049)
- Physical Properties
540540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03/26/2014
----ERD(TST6049) --
-- Physical Properties ---
X344870.04.14-2 --
04/02/2014 -- --
ERD (TST6049)
Physical Properties
544870.04.14-3
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
543530.02.14-1-Ri
05/14/2014
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
—-- ERD-(TST6049)
Physical-Properties---S40540.10.14---10/31/2014--
roperties
540540.10.14
—10/31/2014_
ERD
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 underiayment, 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.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD 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, U.C. Evaluation Report A42960.10.12 -R6
Certificate ofAuthorizatlon#9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION 1116048-116
TRI -BUILT Roof Underiayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
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
Nall -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
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri -Built Smooth HT S/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE IA; ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT COMBINATIONSI
Adhesive Florida Product Approval I Underlayments
ICP Adhesives Polyset® AH -160 FL6332 Tri -Built S/A HT TU Underlayment
.Dow TileBond'" PL22525 ---- 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:
-- -Y Plywood; ASTM -D4 -1 -primed -plywood; -OSB; ASTM -D41 primed -OSB Southern-Yellow-Pine;-ASTM-D41-----
primed
STM-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:
)o Dens Deck Prime; SECUROCK 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 Manufacturers or Adhesive Manufacturer's Florida Product Approvol for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6
Certificate ofAuthorizotlan#9503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
UJ
TRINITYIERD
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 the 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 MaximumDesimPrees3ffre==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:
Underlayment:
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 D.C. at the 4 -inch laps and 6 -inch o.c. in three,
equally spaced rows in the center of the sheet.
Tri -Built S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate ofAuthoriration#9503 6i'EDITION (2017)F13C NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
'p�_J
\,J T RINIii' ER®
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 IA.
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 WD3, 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.
Underlayment
Lugged.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate of Authorization#9503 6'"EDITION (2017)FOC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
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)
Underlayment
Lugged.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate of Authorization#9503 6'"EDITION (2017)FOC NON-HVHZ EVALUATION FL16048-R6
TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
TRINITY 1 ER®
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, LIC 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, I.I.C. Evaluation Report A42960.10.12 -R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-NVNZ EVALUATION FL36048-R6
TRI -BUILT Roof Underlayments; (800) 516.1485 Revision 6: 09/25/2017
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