HomeMy WebLinkAboutEVALUATION REPORT'\lTwrviTr
EVALUATION
EXTERIOR RESEARCH & DESIGN, LLC.
SCANNED Certificate ojAuthorization#9503
ERD BY 353 CHRISTIAN STREET, UNIT#13
St. Lucie Countv OXFORD, CT 06478
(203)262-9245
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
ition Report A42960.10.12-R6
FL16048-R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 She Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6w 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 'Trinityl 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 DC4 ANE1983
lbe haW.DeseaI p,aann,.a auNorrzed by Robert Nia.1.,
P.E M �!25/2017. Tha does not serve as an eleaaoni,aRysiened
dmn em
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. Trinityl 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.
S. 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.
PIP
C3
4.
S.
�TRINITY ERD
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 61h 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.
STANDARDS:
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1, 1507.2.9.2
1507.3.3
REFERENCES:
fnNim
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD(TST6D49)
ERD (TST6049)
ERD (TST6049)
UL, U.C. (QUA9625)
UL, LLC..(QUA9625)
Property
Wind Resistance
Wind Uplift
Accelerated Weathering
Physical Properties
Physical Properties
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Standard
FM 4474
UL 1897
ASTM G155
ASTM D1970
FRSA/TRI April 2012 (04-12)
Reference
S40540.02.13-1
S40540.11.13
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530.05.14
540540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-91
Multiple -Listing R16814
Service Confirmation
Year
2011
2012
2005
2015
2012
Date
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/10/2014
04/10/2014
05/14/2014
05/28/2D14
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp. 07/18/2020
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 5/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.
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 A42960.30.12-R6
CeWffcate afAuthorization#9503 6' EDITION(2017) FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 516-14SS Revision 5: 09/25/2017
Page 2 of 6
SA
5.5
\l TRINITY ERD
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.
Allowable Roof Covers: -
_ COV
-STABLE 1: ROOF_FROpiIONS
:-
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
&Shingles
Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
No
No
Yes
yes
Tri-Built S/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
TrizBbilt'Smodth HT,S%A_)
a:UnderlaymenttS
Wes-3
No
No
LYesj
Yes
lYes]
5.5.1 "Foam -On Tile" is limited to use of the following Annrnverltilamr1 nee-
.. .. _-__ _____.. _........ I w'' 'ur Is IGII. 6Vn IUIIId LIUM.
- TABLE IA: ALLOWABLE TILE ADHESIVE /UNDERL_AYMENT .C_OM_ 91NATIDNS1
Adhesive
Florida Product Approval
_
Underlayments
ICP Adhesives PDlyseto AH-160
FL6332
Tri-Bulk S/A HT TU Underlayment
Dow TileBond"'
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to;
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSBor 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 boarddeckingbe covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime; 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 orTAS 114,Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturers Florida ProducYApproval for Overturning Moment Resistance Performance.
Exterior Research and Design, Ur Evaluation Report A429fi0.10.12-R6
Ce�cate of Authonzation#9503 6'x EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
5.6.3 Bond to Mechanically Attached Base Laver: \l I KINrrY ERD
Tri-BuiltSand-RSA 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 bile 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 file systems, where
the underlayment forms part of the load -path. The fallowing 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 osf:
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-BuiltS/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure =-67 5 osf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-BuiltS/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure=-1500psf:
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) RE51STO EXTERIOR PRIMER
Underlayment: Tri-Built 5/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.
44 Maximum Design Pressure=-600psf:
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-Bui1tS/A HT TU Underlayment, self -adhered.
Exterior Research and Design, LLC. Evaluation ReportA4296D.10.12-R6
Csrtifcete ofAuthoAzoUon d9503 6' EDIT10N (2017) FBC NONHVHZ EVALUATION FU604B-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/ZS/2017
Page 4 of 6
\1 I R Nrry ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly sh all meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a -qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk' carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29:(January 2016) for Zone 2/3. enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04 12))-
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
' TABLE 2: TILESLIPPAGE LIMITATIONS FOR DI RELT-_DECKTLEINSTALLATIoNs
Underlayment
Tile Profile
Staging Method
_
Maximum
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. 30-tile stack
512
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
�1^, Si
11`
Tri-Built S/A HTTU
Underlayment
Lugged
Exterior Research and Design, LLG Evaluation ReportA42960.10.12-R6
Certlflcote afAuthori:adon l<9503 6'v EDMON(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Undedayments; (800) 516-1485 Revision 6:09/25/2017
Page S of 6
,l I KINIIY I ERD
S. 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 "S 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-ft SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri Built Smooth HT S/A
Underlayment,
6.3.1 Shall. be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group,. LLC requirements.
Wheninstalling at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents the 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.
B. 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, U.C. Evaluation Report A42960.10.12-R6
Certi/Imte of Authorization#9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATIS(:ANNED
126 GA. 5V-CRIMP PANEL' BY
St. Lucie County
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.4-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 8554290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer 062240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX`. (918) 493-3568
This report consists of
Evaluation Report (3 Pages including cover) , o �`Ss����urrrN
Installation Details (1 Page) %OCKAk/ !.,
Load Span Table (1Page) .`P%,P-'GENs*,- -vy.��
m; a
No 62240
�131 . STATE OF441
Report No. C21824 1..�0 _
..a P
Date: 9.9.17 `.,��`S • O R •' C?,`�
-� . q. '201—?
Manufacturer:
Product Name:
Panel Description:
Materials:
FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3
Metal Sales Manufacturing Corporation
SV-Crimp
24" wide coverage with (5) 1/2" high ribs
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. 7/16" thick OSB or min. 15/32" thick 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 plywood field and edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
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.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #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" and installed as per Metal Sales current installation procedure.
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: 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 fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
Supporting Dobuments: U'. ) & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
FL 14645.4-R3
C2182-4
9.9.17
Page 3 of 3
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
_report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2017 Section 1505 and current approved roofing materials
6i 6A
PANEL OVERLAP
5V-CRIMP FASTENER AT PANEL FLAT
SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL a
ENDS ONLY.
D
' I
MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT
LOAD TABLE
fid K 2.5' LONG RING SHANK NAIL
UNDRIAYMENT SHALL BE INSTALLED OR is • 2' LONG WOOD SCREWS
AS PER MANUFACTURERS INSTALLATION SPACED 0 6' O.C. IN THE FIELD ¢
GUIDELINES d:, AT EDGES
MIN. 2X_ WOOD RAFTER/JOIST/ a
TRUSS AT MAX. 24' O.C. n
TYPICAL PANEL INSTALLATION X—SECTION
19-16 OR 110-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36' O.C.
5
in
5V-CRIMP 09
MIN 26 GA
d
GENERAL NOTES• p S
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a @ qH
FLORIDA BUILDING CODE (FBC).
UNDERLAYMEM 2. ROOF PANELS SHALL BE MIN: 26 GA (t - 0.019'). EFFECTNE COVERING E
POS
LYWOOD 1 THICK (MIND OR '
DETAIL 1 PLYWOOD 15/32 THIGH (MIN.) WIDTH'OF PANEL = 24'.
3. THE ROOF PANELS SHALL BE INSTALLED. OVER SHEATHING k STRUCTURE AS11
SPECIFIED ON THIS DRAWING. m 4. REQUIRED DESIGN MIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
A9-16 OR'{110-1M1 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES' SPECIFIED ON THIS DRAWING.ALL '
MAXIMUM SPACING OF 36' O.C. 5 BUILDI GTEUST CODE. NERS MF A DIFFER NCEBINRTH OCCURS DANCE (BETWEEN TTHISRHEE MINIMUM THE FLORIDA
REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SIAN.L CONTROL
4 /—
MIN RIMGA. 6 REQUIRERAFTERSD
EACH
APPLICATION ANDST BE ENARE THE RESIGNED TO PONTAND WIND LOADS AS
SIBILITY OF OTHERS. $
UNDERLAYMENTJ \—OSB 7/16" THICK (MIN) OR
11 DETAIL 2 PLYWOOD 15/32' THICK (MIN.) I A,
METAL. SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min. 26 ga.)
Description
-
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psfl
Coverage width: 24"
Panel Fasteners
#9-16 or #1044 hex head
wood screws with sealed
washer
6
172.5
9
120.0 __
1:2 s
C900'3
15
72.0
18
60.0 _
21
51.4
24
45.0
27
40.0
30
36.0
33
32.7-- _
36
30.0
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current.. installation procedure.
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
`pttltutt°r
`%% SOCKgZI, J-*,
No 62240
aY ;
STATE OF
O R 1.0 p\�O
4.h.2c,\-7
Bala Sockalingam, Ph.D., P.E.
FL 62240
EXTERIOR RESEARCH & DESIGN, LLC.
SCANNED Certificate of Authorization#9503
TRINITY I ERD BY 353 Christian Street
St. Lucie County Oxford, CT. 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2
PO Box 70 FL16027-RZ
Rutherford, NJ 07070 Date of Issuance: 10/23/2012
(800) 516-MBS Revision 2: 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. The product described herein has been evaluated for
compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems
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. Trinity[ ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle. .
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity, 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.
INSPErnON: 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 atthejob site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4 ANE1983
i r Imfle.e.l appeal cwoo auhor vl by Robert NiemN ,
PZ.09/25/2017. misdre, not nerve as an electronipllysigned
do< mem
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, U.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financlaI interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC, d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have 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 entmA involved in the approval process of the
product
S. This is a building code evaluation. Neither Trinity] ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY i ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems -
Compliance Statement: TRI-BUILT Modred Bitumen Roof Systems, as produced by TRI-BUILT Materials Group,
LLC, have demonstrated compliance with. the fallowing sections of the 60' 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
FM 4474
2011
1504.7
Impact
FM 4470.
2012
1507.11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
3. REFERENCES:
Enti
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11.09-111
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD(TST6049)Physical
Properties.
P33960.12.30
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-111
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13-2-RS
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD(TST6049)Physical
Properties
P37590.03.13-5-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD'(TST5049)
Physical Properties
P44370.10.13
10/04/2013
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2DSA9AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM- Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FMApprovals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM. Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
3018332
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
3024594
05/23/2006
Exterior Research and Design, U.C. Evaluation Report A42970.10.12-RZ
cerdfiuHr a7Authoritution 99503 6`vEDI nON(20171 FBC NON-HVHZ EVALUATION F116027-112
TRI-BUILT Modified Bitumen Roof Systems; (860)516.1485 Revision 2:09/25/2017
Page 2 of
, TRINITY ERD
EntitV Examination Reference Date
FM Approvals (TST3867) FM 4470/4474 3023458 07/18/2006
FM Approvals (TST1867) FM 4470/4474 3030668 09/12/2007
FM-Approvals(TST1867) FM4470/4474 3032172 06/12/2009
PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007
PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TSF5878) Physical Properties PUSA-064-02-02 02/27/2008
PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Miami -Dade (CER1592) HVHZ Compliance Various NOAs Various
Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010
UL LLC (QUA9625) Quality Control MI -Agreement 02/27/2012
UL LLC(QUA9625) Quality Control ML Correlation, R27202 08/20/2012
UL LLC (QUA9625) Quality Control Service Confirmation, R14571 Exp. 10/06/2018
4. PRODUCT DESCRIPTION:
This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT
Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The
following membranes make up the subject systems.
Table;l:.Roll-Goods for TRI-BUILT-Mollified Bitumen Roof Systems
Type.
Product
Specification
Reference
Grade
Type
SBS Membranes
TriBuilt SA SBS Base
ASTM D6163, Table 2
5
I
TriBuilt SBS Granular
ASTM D6164
G
I
TriBuilt SA SBS Cap
ASTM D6164
G
I
APP Membranes
TriBuilt APP Smooth
ASTM D6222
5
I
TriBuilt APP Granular
ASTM D6222
G
I
TriBuilt SA APP Cap
ASTM D6222
G
1
5. 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 Refer to a current. Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steeldeckinstallations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure
for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16. 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 VIDl, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
137. 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.
Exterior Research and Design, I.I.C. Evaluation Report A42970.10.12-R2
Cemfrote of Awhorkadon#9503 6TMEDITION 12017)FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems, (800)S16d485 Revision 2:09/25/2017
Page 3 of 4
TRINITY
ERD
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 26. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the
existing deck for withdrawal resistance: A qualified design professional shall review the data for comparison
to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be Installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on its own merit to the satisfaction of the
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Loss Prevention. Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16:and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group,
LLC published installation instructions,subject to the Limitations / Conditions of Use noted below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = 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 FBC 1609 for determination of design wind loads.
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:
Contact the noted QA agency for information on product locations covered for -F.A.C. Rule 61G20-3 CIA
requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report A42970.10.12-R2
certiifwte afAuthorirodoo 495d3 6oEDITION (2017) FBCNON-HVHZ EVALUATION FL16027-RZ
TRI-BUILT Modified Bitumen Roof Systems; (800) S16-1495 Revision 2:09/25/Z017
Page 4 of 4
\! I KINIlY I ERD
Table Deck Application Type Description Page
1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached AnchorSheet, Bonded Insulation, Bonded Roof Cover 4
2A Steel or5tructural concrete New. Reroof (Tear-Offl or Recover B Mech. Attached Base Insulation. Bonded Too Insulation. Bonded Roof Cover 9
3A
Structural concrete
New or Reroof (Tear -Off),
A-1
Bonded Insulation, Bonded Roof Cover
11-14
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
14
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded,Roof Cover
15-16
48
LWIC
.New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
16
4C
LWIC
New or Reroof (Tear -Off) -
- E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
17-19
5A
CWF
New or Reroof(Tear-Off)
A-1
Bonded Insulation, Bonded Roof Cover
20
SB
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
21
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22
SD
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
22
SE
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
22
6A
Gypsum
New or Reroof (Tear-Ofo
A-1
Bonded Insulation, Bonded Roof Cover
23
6B
Gvosum
New. Reroof (Tear-Offlor Recover
A-2
Mech. Attached Anchor Sheet. Bonded Insulation. Bonded Roof Cover
24
6D Gvosum New, Reroof (Tear -Off) or Recover E Non-Insulated-Mech. Attached Base Sheet, Bonded Roof Cover 24
25-26
7B Various Recover F Non -Insulated, Bonded Base Sheet Bonded Roof Cover 26
The following notes aooly to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority' Having Jurisdlctlon,
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
D Wood: Minimum 0.75-Inch penetration.
D Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
D Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturers published Installation Instmcticns.
3. Unless otherwise noted, Insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CA
requirements of F.A.C. Rule 61G20.3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover.
Exterior Research and Design, LLC. d/b/a Trinityj ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certlfiate of Authorization 99503 67H EDITI ON (2017) FBC NON-IJVH2 EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI•BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26
`�! I KINM( ERD
Minimum 200 psi, minimum 2-Inch thick lightweight. Insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically attached base sheet; bonded roof cover), whereby the base
sheet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codlfled and/or FBC
Approval documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwlse noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows.Ribbon or bead width Is at the time of application; the ribbons/beads shall expand as noted In the manufacturer's published Instructions.
➢ HA (HA): Full coverage at 2530lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS); Continuous 0.75 tot -inch wide ribbons, 12-Inch o.c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wideribbons, 12-Inch c.c.
D OMG OlyBond 500 (08500): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Note. Olyliond Green may be used where 01yBond'500 Is referenced.
➢ OlyBond Classic (OB Classic): Full mverage at 1 gal/square..
➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-Inch wide ribbons, 12-Inch o.c.
➢Note: When multiplelayersfs) of Insulation and/or coverboard are Installed In ribbon-opplled adhesive; adhesive ribbons shall be smggeredfrom layer -to -layer a distance ofone-ho/ll ribbon spacing.
D Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all insulations are Rat stock or taper board of the minimum thickness noted. Tapered palyisoryanurate at the following thickness limitations may ba substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings In the tables; rather if MDP listing below meets or exceeds that listed fora particular system In the tables, then
the thinner board listed below may be used as a drop -In for the equivalent thicker material listed In the table:
D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick)
➢ OMG OlyBond 500 (08500): MDP -45.0 psf (MIn. 0.5-Inch thick Multi -Max FA-3)
➢ OMG OlyBand 500 (OB500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+GL)
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.S-Inch thick ACFoam II)
➢ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-Inch thick).
& Bonded polylsocyanurate Insulation boards shall be maximum 4 x4 ft
9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the selected assembly shall meet or exceed the. Zone 1 design pressure determined in accordance with FBC
Chapter 16, and 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 WDl, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. 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.
10. For fully bonded assemblies, the maximumdesign pressure for the selected assembly shall meet or exceed critical design pressuredetermined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be In accordance with ANSI/SPR( FX-1 or Testing Application Standard TAS 105.
12. For existing substrates In a bonded recover or re -roof Installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the AuthorityHaving Jurisdiction, as documented through field uplift testing in acmrdance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52orTesting Application Standard TA5124.
13. For Recover Applications using System Type D, the Insulation Is optional; however, the existing roof system shall be suitable fora recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC Is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization 119503 6rx EDITION (2017) FBC NON-HVHZ EVALUATION Revlslon 2:09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26
QI' RINITY ERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
. TABLE I:TRI•BUILT ROOF. COVERS
Reference
Layer
Material
Application
BP -AA
Base Ply
FBCApproved ASTM.D4601, Type 11
(Base and Ply sheets,Asphalt-Applled)
'HA at 20-40lbs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
(SBS, A
, S B ISAsphalt-Applied)
Cap Ply
TriBuIIt SBS Granular
HA at 20-40 lbs/square
SBS-TA
(SBS, Torch -Applied)
Cap Ply
TrIBUIIt S8S Granular
Torch -Applied
SBS-SA
Base Ply
TrlBullt SA SBS Base
(SBS, Self-Adhedng)
Cap Ply
TrlBullt SASBS Cap
Self -Adhering
APP-TA
Base Ply or Ply
TrlBullt APP Smooth
(APP, Torch -Applied)
Torch -Applied'
Cap Ply
TrlBuilt APPSmooth, TrlBUilt APP Granular
APP SA
(APP, Self -Adhering)
Cap Ply
TriBuilt SA APP Cap
Self -Adhering
i
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Designse . Pressure (MDP) limitations. The lesr of the MDP listings belowvs. those In Table 3A
applies:
VAPOR BARWER OPTIONS; STRUCTURAL CON [RErE DEG, ADHERED INSUTAVON PER TABLE 3A. ,. I.,
Option g
Pflmer
Vapor Bawler
Insulation Adhesive
MDP(psf)
Type
Attach
VB-1.
ASTM D41
TriBuIIL SA SBS Base
Self -Adhering
Inta-Stlkor CR-20,12-inch o.c
-60.0
VB-2.
ASTM D41
TrIBUIlt SA SBS Cap
Self -Adhering
Insta-StIk, 12-inch o,c.
-75.0
VB-3.
ASTM D41
TrIBuIItSA SBS Cap
Self -Adhering
MillenniumOne Step Foamable Adhesive, 12-inch o.c
-157.5
VB-4.
ASTM D41
TriBuilt SA 5B5 Cap
Self -Adhering
CR-20, 12-Inch o.c.
-270.0
VB-S.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump'Grade
Adhesive, OlyBond 500 or CR-20,12-Inch o.c.
-290.0
17. Dens Deck shall be Reld-primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. "MDP"= Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-RZ
Certificate of Authoriration M9503 67" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800I 516-1485 Appendix 1, Page 3 of 26
`J I RINITY ERD
TABLE IA-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF(TEAR=OFF)
SYSTEMI TYPE A-2t MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER'`
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover(Note.15)
MOP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
'Cap Ply
IPsf)
Min. 0.25-Inch Dens
Polyglass G2 Base,
B-Inch o.c. in 4-
Deck, Dens Deck Prime,
MIn. 19/32-
CertalnTeed Glasbase,
32 Be., 1.5/8-
Inch lap and8-
(Optional) FBC
SECUROCK Gypsum-
Inchplywood
Firestoneed Base,JM
Inch diameter
Inch o.c. in
Approved,
Fiber Roof Board, Min.
(Optional)
SBS-AA,
W-1
at max. 24-
Perma-Ply 28, Tamko
tin caps with 11
three, equally
ASTM C3289,
HA
0.75-Inch FescaBoard
HA
BP -AA
BP -AA
SBS-TA,
-60.0
Inch spans
Glass Base or
ga. annular ring
spaced,
type ll polylso-
(homogeneous) or min.
APP-TA
GAFGLAS H75
shank nails
staggered
cyanurate
0.5-Inch Structodek
center rows
High Density Fiberboard
Roof Insulation
Polyglass G2 Base,
8-Inch o.c. In 4
Min. 19/32-
CertalnTeed GI
32
32 ga., 1-5/8-
Inch lap and 8-
(Optional) FBC
Min. 0.25-Inch.Dens
(Optional)
SBS-SA,
Inch plywood
Firestone MB Base, JM
Inch diameter
Inch o.c. in
Approved,
-
Deck, Dens Deck Prime,
One or
W-2
Tamko
.tin caps with 11
three, equally
ASTM C3289,
HA
SECUROCK Gypsum-
HA
SBS-SA
more SBS-
SiS-TA,
505-TA or
•60.0
In hspmaxans-
Inch spans
GlassBPerma-se or
Glass Base or
ga annular ring
spaced,
type ll polyiso-
Fiber Roof Board
SA or
APP-TA
GAFGLAS g75
shank nails
staggered
fig
cyanurate
APP-TA
center rows
32 ga., 1-5/8-
6-Inch o.c. in 4-
Inch lap and 6•
Min. 2-Inch
D-ES, OBS00,
Min. 19/32-
Polyglass Elastobase
Inch diameter
Inch o.c. In
ACFoam II, III,
CR-20 or M•
MIn:0,25-Inch Dens
615;
SBS-AA,
W-3
Inch plywood
or Polyglass
tin caps with 12
four, equally
OStenatop
Deck, Dens Deck Prime
0,
BP -AA
(Optional)
565-TA,
-60.0•
Elastobase PolyShield
�. annular ring
spaced,
ShieldH-ShlC ,
Ca
fastener
Gypsum-
CR-2 r
BP -AA
APP-TA
In h spans
Inch spans
shank nails
staggered
-Multi-Maz FA3
rows, 7-inch
Fiber Roof Board
er Roof Bo
Fiber
M-DSF
M-OSFA
center rows
or ENRGY-3
oc
6-Inch o,c. in 4-
Min. 2-Inch
0.15, OB500,
Min. 19/32-
32 ga., 1-5/8-
Inch lap and 6-
ACFoam 11, III,
CR-20 or M-
D-IS,
(Optional)
SBS-SA,
Inch plywood
Polyglass Elastobase
Inch diameter
Inch o.c. in
H-ShIeId, H-
OSFA, atop
(Optional) Additional
08500,
One or
APP-SA,
W-4
or Polyglass
On caps with 12
four, equally
Shield CG,
fastener
layers of base Insulation
CR-20 or
SBS-SA
more SBS-
SBS-TA or
-60-V
In hspans-
Inch spans
Elastobase Poly
ga. annular ring
spaced,
Muitl-Max FA3
rows, 7-Inch
M-OSFA
or
APPTA
shank nails
staggered
or ENRGY-3
oc
AP
APP-TA
center rows
Exterior Research and Design, U.C. d/b/a TrinityI ERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization 89503 6rx EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) SM1485 Appendix 1, Page 4 of 26
`�! 1 KINITY J ERD
TABLE1A-2: WOOD DECKS— NEW CONSTRUCTION, REROOP(TEAR-OFF)GR RECOVER - - -
-SYSTEMTYPE'A-2r MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION; BONDED ROOF COVER
System
Deck
Anchor5heet
Base Insulation
Top Insulation
Roof Cover (Note 25)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type.
Attach
Type-
Attach
Base Ply
Ply
Cap Ply
(Psf)
12-Inch o.c. in 4-
Min. 0.25-inch Dens Deck,
Min.
Polyglass
OMG Flat
Inch lap and 12-
(Optional)FBC
Dens Deck Prime, SECUROCK
W-6
Inch I lywoo
plywood
p
Elastobase or
Polyglass
Bottom Plates
Inch o.c. in two,
Approved,
ASfM C3289,
HA
Gypsum -Fiber Roof Board,
(Optional)
SBS-AA,SBS-
at max. 24
(square) with
a uall s aced,
y p
Min. 0.75-Inch FescoBoard
HA
BP -AA
BP -AA
-
TA, APP-TA
-60.0
Inch spans
Elastobase
Roofgdp R32
staggered center
type ll polyiso-
(homogeneous) or min. 0.5-
Poly
cyanurate
Inch S[ructodek High Density
rows
Fiberboard Roof Insulation
MIn.19/32-
Pol lass
YB
OMG Flat
12-Inch o.c. in 4-
Inch lap and 12-
(Optional) FBC
(Optional)
Inch plywood
Elastobase or
Bottom Plates
Inch two,
Approved,
Min. 0.25-Inch Dens Deck,
One or
SBS•SA, APP.
W-6
Polyglass
(square) with
equally spaced,
equally
ASTM C3289,
HA
Dens Deck Prime, SELUROCK
HA
S85-SA
more SBS-
SA, SBS-TA
-60.0
Iat nch spans
inch spans
Elastobase
Roofgdp R32
staggered center
type ll polyiso-
Gypsum -Fiber Roof Board
SA or APP-
or APP-TA
PolyI
cyanurate
TA
rows
TABLE 10: WOOD DECKS. -NEW CONSTRUCTION, REROOF,(TEAR-OFF) okRECOVER ' " -'
SYSTEM TYPES: MECHANICALLYATTACHEDBASE INSULATION, BONDED TOP,INSUL_A_TION; BONDED ROOF COVER -
System
Deck (Note 1)
Base Insulation Layer
Top Insulation layer
Roof Cover (Note 15)
_
MDP
No.
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
min. 19/32-Inch
Min. 1.5-Inch
Dekfast Hex with
Min. 0.75-Inch FescoBoard
(Optional If
(Optional if using
W-7
plywood at max. 24-Inch
ENRGY 3; H-Shleld
Dekfast Hl2 orTruFast
1 per
(homogeneous) or min: 0.5-Inch
HA
using AA Ply)
AA Base) One or
SBS-AA,'SBS-TA,
-60.0
spans
or Polytherm
MP-3 with TruFast DP
1.33 ft'
Structodek High Density Fiberboard
BP AA
more BP -AA or
APP-7A
Roof Insulation
APP-TA
Exterfor Research and Design, I.I.C. d/b/a Trinity IERO Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization.09503 Gr" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26
� r KINITY ERD
TABLE IC;WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER-,'-
' :SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER'
System
Deck (Note 11
Base Insulation
Top Insulation Layer -
Roof cover (Note IS)
MOP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Layer
(Psf)
W-8
Min. 19/32-Inch
(Optional)
One or more layers,
Min.0.5-Inch Structodek High Density
Fiberboard Roof insulation or min. 0.25-
Dekfast Galvalume
S.per 1.33
(Optional if
(P
(Optional if using AA
SBS-AA, 585-TA,APP-
plywood at maz
any combination,
Inch Dens Deck, Dens Deck Prime or
Steel Hex with
r
ft
using AA Ply)
Base) One or more BP -AA
TA
-82.5
24-Inch s p ans
loose laid
SECUROCK Gypsum -Fiber goof Board
Dekfast #12 DP
BP -AA
or APP-TA
(Optional)
Dekfast Galvalume
W-9
Min. 19/32-Inch
plywood at max
Ohe of more layers,
Min. 1.5-Inch ENRGY 3, H-Shield or
Steel Hex with
Dekfast #12 DP or
1 per 1.33
5B5-SA
(Optional) One or more
SBS-SA, APP-SA, SBS-
24-Inch spans
any combination,
Polythenn
TruFast MP-3 with
SBS-SAor APP-TA
TAor APPTA
82 5
loose laid
TruFast DP
- TABLE ID: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
—
SYSTEM TYPED: PRELIMINARILY ATTACHED SULATION,.MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER i • , • <' ��-
System
Deck (Note 11
Insulation Layer(s)
Base Sheet
Roof [over (Note 1S)
MOP
No.
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
ji Ipsf)
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min. 19/32-Inch
One or more layers,
Prelim.
Elastobase Poly, Polyglass G2 Base,
(square) with Roofgrip
12-Inch o.c. in 4-Inch lap and 12-
(Optional) One
SBS-AA,
W-10
plywood at max,
,
any combination
Attached
CertainTeed Glasbase, Firestone MB
414, Dekfast Hex with
inch o.c. In two, equally spaced,
or more BP -AA
SBSTA,
-52.5
24-inch spans
Base, JM Perma-Ply 28, Tamko Glass
Dekfast#14 or TruFast
staggered center rows
or APP-TA
APP-TA
Base or GAFGLAS#75
MP-3 with TruFast HD
W-11
Min. 19/32-Inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast
12-Inch o.c. in 4-Inch lap and 12-
One or more
SBS-SA,
APP-SA,
plywood spat ans
24-lochs ans
any combination
Attached
Elastohase Poly with poly top surfaceInch
st MP-3 with
spaced,
SBS-SA
5B5-TA
-52.5'
P
TruFast
TruFast HD
HD
staggered center rows
staggered center rows
APP-TA
W-12
Min. 19/32-Inch
plywood at max
One or mom layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-Inch o.c. In 4-Inch lap and 12-
(Optional) One
SBS-AA,
24-Inchs
any combination
Attached
Elastobase Poly
(square) with Roofgdp 412
Inch o.c In two, equally spaced,
or more BP -AA
5B5-TA,
-60.0
spans
P
staggered center rows
or APP-TA
APPTA
Wd3
Min. 19/32-Inch
plywood at max
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-Inch o.c. In 4-Inch lap and 12-
Inch o.c )olio, equally spaced,
One or more
SBS-SA,
APP-SA,
24-Inch spans
any combination
Attached
Elastobase Polywith poly top surface
(square with Roofgrip#12
staggered center rows
SBS-SA
SBS-TA
-60,0'
APPTA
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.30.12-R2 for FL36027-R2
Certificate of Authorization #9503 6r"EDITION (20171 FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof System; (8001516-1485 Appendix 1, Page 6 of 26
NINITY I ERD
. TABLE IE-1:;WOOD DtEKS—. N,EW CONSTRUCTION OR REROOF (TEnR-OFF)
SYSTEMTYPE E: NON-INSULATED,:MECHANICALLY ATTACHED BASE SHEET; BONDED ROOF COVER
System
Deck (Note 3)
Base Skeet
Roof Cover (Note 15)
MOP
No.
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
W14
Mtn. plywood at Inch
max, 24-
Polyglass Elastobase
SlmplexMA%X Cap
9-inch o.c. at 2-inch la and 18-Inch o.c. in two,
P
(Optional) or
-45.0•
Inch spars
Inch spans
equally spaced, staggered center rows
APRTA
orAPP-,585-TA
or APP TA
W-15
Min. plywood at inch
man. 24-
max
Polyglass Elastobase
Simplex MAX%Cap
9-Inch o.c. at 2-Inch la and 12-Inch o.c. In two,
P
(Optional) BP -AA or
.
-52.5
Inch spans
Inch spans
equally spaced, staggered center rows
APP-TA
orAPP-,SB5-TA
orAPP-TA
Min. 19/32-Inch
Polyglass Elastobase, Polyglass Elastobase
(Optional) One or
W-16
PYvr
plywood at max.
Poly, Polyglass G2 Base, CertalnTeed
32 ga., 1-5/8-Inch diameter tin caps
8-Inch o.c. In 4-Inch lap and 8-inch o.c. in three,
more BP -AA or
SBS-AA, SB5-
-60.0
24-Inch spans
Firestone JIMAF Parma-
with 31 ga. annular ring shank nails
equally spaced, staggered center rows
APP-TA
TA, APP-TA
Pl 28, T, BMID aseorBase,
Ply 28, TamkaGlass Base or GAFGLAS q75
W-17
Min. 19/32-Inch
at maz.
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
8-Inch o.c. in 4-Inch lap and 8-Inch o.t%in three,
(Optional) One or
SBS-SA, APP-
plywood
Elastobase Pely with poly top surface
with 11 ga.. annular ring shank nails
equally spaced, staggered center rows
more SBS-SA or
SA,SBS-TA or
-60.0
24-Inch
-Inchspans
APP-TA
APP-TA
W-18
Min. 15/32-Inch
plywood at max. 24-
Polyglass Elastobase
Simplex MA%%Lap
6-Inch o.c. at 2-inch lap and 6-Inch c.c. in two,
(Optional) BP -AA or
sas-AA, SSS-TA
.90.0
Inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
W-19
Min. 19/32-Inch
Plywood at max.
P Y
Polyglass Elastobase or Polyglass
ga., annul diameter tin caps
o.c. in 4-Inch lap and o.c, in four,
(Optional)One or
SBS-SA,APP-
24-Inch
'Elastobase Poly with poly top surface
with ga.
with lL.ga. annular ring shank nails.
equally
equally spaced, staggered center rows
enter r
more SBS-SA or
SA, SBS-TA or
-97.5
spans
P
APP-TA
APP-TA
MIn, Inch
W-20
max. 24-
plywood at max
Polyglass Elastobase
Simplex MAX%Cap
6-Inch O.C.at 2-Inch lap and 6-Inch o.c. in three,
(Optional)BP-AA or
SBS-AA, SBS-TA
-105.0
Inch spans
Inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
W-21
Min. 19/32-Inch
at max.
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-Inch diameter tin caps
6-Inch o.c. In 4-Inch lap and 6-Inch o.c. in four,
(Optional) One or
SB5-AA, SBS-
plywood
24-Inch
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
-1125
spans
gpp_Tq
Min. 19/32-Inch
2-Inch
32ga.,:1-5/g-Inch diameter tin caps
SBS-SA, APP-
W-22
plywood
P
Polyglass Elastobase or Polyglass
with 11 ga. annular ring shank nails.
6-Inch o.c. In 4-Inch lap and 6-inch o.c. In four,
(Optional)One or
5A, SBS-TA or
-112.5
24-Inch spans
Elastobase Poly with poly top surface
Note: Tin caps are to be primed with
equally spaced, staggered center rows
mare APP-TA
APP-TA
ASTM D41prlmer.
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16OZ7-RZ
Certificate of Authorization g9503 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 7 of 26
rTRINIl1( I ERD
TABLE3E2: WOOD DECKS-NEW;CONSTRUCTION, REROOF,,(TEAR-OFF)DR'RECOVER ;
•„ SYSTEMTYPE'E NON -INSULATED, MECHANICALLY ATTACHED BASESHEET, BONDED ROOFCOVER
System
Base Sheet
'Roof Cover (Note 15)
MDP
No.
Deck (Nate 3)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 19/32-Inch
Polyglass Elastobase; Polyglass Elastobase
Poly, Polyglass G2 Base, CertalnTeed
OMG Flat Bottom Plates (square) with
12-Inch o.c. in 4-Inch lap and12-inch
(Optional) One or
SBS-AA, SBS-
W-1
plywood
Glasbase; Firestone MB'Base, JIMPerma-
1p ft with Dekfast 014
two, equally spaced, staggered
more BP -AA or
TA, APP-TA
•5215
pansat
241nch spans
Ply 28, Tamko Glass Base or GAFGLAS 475
ruFasex
or TruFast MP-3.wi[h TruFast HD
or Tru MP-3 with
centerrows
center
a
APP-TA
Min. 19/32-Inch
Polyglas; Elastobase or Polyglass
Dekfast Hex with Dekfast 914 or TruFast MP-
12-Inch o.c. In 4-Inch lap and:12-Inch
DneormoreSBS-
SBS-SA, APP-
W-2
plywood at max.
Elastobase Poly with poly top surface
3wRh TruFast HD
o.c. In two, equally spaced, staggered
SA
SA; SBS-TA or
-52.5"
7A-Inch spans
centerrows
APP-TA
W-3
Min. 19/32-Inch
plywood at max.
Polyglass Elastobase or Polyglass
OMG�FIat Bottom Plates (square) with
12-Inch o.c. In 4-Inch lap and 12-Inch
O.C. In two, equally spaced, staggered
(Optional) One or
more BP -AA or
-TA,
-60.0
24-Inch spans
Elastobase Poly
Roofgrip 412
center rows -
APP-TA
TA, APP-TA
AP -TA
Min. 19/32-Inch
'plywood
PolyglassElastobaseorPolyglass
OMG Bottom Plates (square) with
12-Inch o.c. in 4-Inch lap and 12-Inch
One or more SBS-
SBS-SA, APP-
W-4
at max.
Elastobase with poly top surface
Roofgrip ql2
o.c. In two, equally spaced, staggered
SA I
SA, SBS-TA or
-60.0•
24-inch spans
center rows
APP-TA
TABLE IF:. WOOD DECKS -.NEW cONSTRUCTIONOR REROOF(TEAR-OFF) ` I
a
„ j
- 'SYSTEM TYPE Fr NON -INSULATED, BONDEDROOFCOVER
System
Deck
Primer
Roof Cover (Note 15)
-MDP
Joint Treatment
Base Ply
Ply
[ap ply
No.
(PA
Cw_5.�
_MIn 15/32sinch plywoodr I
s(OpHonal)ASTM;D41)
No~ rie_)
SBS=SA
f(Optlonal)SB5=5A;arj(
SBS SA;-APP-SA; SBS-TA+<(--90:d—_
i lat max 24-inch.spansi
`---.
'APP_TA...3
,or APP_TA0
W-6
MIn. 15/32-Inch plywood
(Optional) ASTMD41
Plywood joints are covered with 4-inch wide strips ofTriBuilt SA
TriBuilt SA SBS Base
(Optional) SBS75A or
SBS-SA, APP-SA', SBS-TA
-
-97.5
at maz,241nch spans
SBS Base, rolled Into to create continuous bond.
APP•TA
or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD EvaluationReportA42970:30.12-R2 for FL16027-RZ
Certificate of Authorization 09503 6rH EDITION (2017) F13C NON-HVHZ.EVALUATION Revislon 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI•BUILT Modified Bitumen Roof Systems; (800) 516.1485 Appendix 1, Page 8 of 26