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TRINI1y I ERD
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 at
construction materials in the State of Florida. The docur
P.E. for use of the product under the Florida Building
products described herein have been evaluated for co
sections noted herein.
DESCRIPTION: TRI=BUILT Roof-Underlayments
LABELING: Labeling shall be in accordance with the
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid unt
Quality Assurance documentation changes, or provisions i
this Evaluation Report by the named client constitutes
changes or the referenced Quality Assurance documental
Evaluation Report relative to updated Code requirements
ADVERTISEMENT: The Evaluation Report number preceded
advertising literature. If any portion of the Evaluation Rer
lOtl� EXTERIOR RESEARCH & DESIGN, LLC.
�t Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9245
Evaluation Report A42960.10.12-R6
FL16048-R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
the applicable rules and regulations governing the use of
ntation submitted has been reviewed by Robert Nieminen,
:ode and Florida Building Code, Residential Volume. The
pliance with the 6th Edition (2017) Florida Building Code
irements the Accredited Quality Assurance Agency noted
such time as the named product(s) changes, the referenced
f the Code that relate to the product change. Acceptance of
agreement to notify Robert Nieminen, P.E. if the product
on changes. Trinity) ERD requires a complete review of this
vith each Code Cycle.
by the words "Trinity IERD Evaluated" may be displayed in
)rt 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
FILt COPY
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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 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 entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity] ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retail d
:ONCEALED FWUNWA�IA�rti THESE PLANS AND ALL PROPOSED WORK ST. LUC►IE COUNTY BUILD _ . ION
ARE SUBJECT TO ANY CORRECTIONS REVIEWED FOR COMP
ARE THE RESPONSIBIL" OF THE REQUIRED BY FIELD INSPECTORS'THAT REVIIE D Y
CONTRACTOR OF RECORD DATE
MAY BE NECESSARY IN ORDER TO PLANS AND PERMIT ST BE KEPT ON JOB
COMPLY WITH AU APPUICABUE CODES. OR NO INSPECTION WILL BE MADE.
11 ''. 0r ', .
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category:
Sub -Category:
Compliance Statement: '
demonstrated compliance
in accordance with the foil
Conditions of Use set forth
2. STANDARDS:
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1507.1.1, 1507.2.9.;
1507.3.3
3. REFERENCES:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD(TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
4. e- tPRODUCT DESCRIPTION:,, a`p
4.1 Txi=Built' Sand -It,
modified bitu
y �
O
TRINITY I ERD
Roofing
Underlayment
-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
:h the following sections of the 6th Edition (2017) Florida Building Code through testing
ing Standards. Compliance is subject to the Installation Requirements and Limitations /
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
S40540.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
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
05/28/2014
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp. 07/18/2020
SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
i roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HTiTU 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 Smoot )t HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity]ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in F.BC 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. _ 7
'1:4i(N..•aiF}`i�•'i�": .4w.i}�r)f1.^b �:iw�itl :,}C-3' ^,y S;4_, i:• ;! .. ., ��'. � ..' .i.
�.
Exterior Research and Design pLLC Evaluation Report A42960.10.12-R6
lC :i TH i
Certificate of Authorization#9503 6 EDITION(2017)FACNON, HVHZ,EVALUATION ;r i i ;; y FL16048=R6, 4
t s" .. o l + + ' ; • ° r ° S { TRI-BUILT Roof iUnderlayinents; (800) 51641485' ' "t ,h Revision 6: 09/25/2017
Si' i! ,.. i '} •iz,rt `?s.. _ g. S' fn.'''iy l=,i"•il'�, ,I`=1sE'.? ! Page 2of6
;. R
`J TRIN['jY I ERD
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:
TABLEA":
ROOF COVER OPTIONS
Underlayment
Asphalt
` < a k
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
&Shingles
ITr,-Bu11t_SandNR`SA 5 h I h g I eI
Unde lla_ym nt
Yes
No
No
No
Yes
Yes
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 lA: ALLOWgBCE TILE ADHESIVE%,UNDERLAYMENT
COMBINATIONS) ,
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBond'"'
FL22525
I
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,
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood;
primed Southern Yellow Pine; ASTM D4:
While not required over plywood, OSB or So
recommends priming the deck if the final r
TRI-BUILT Materials Group, LLC requires tc
OSB prior to installation of the self -adhering
5.6.2 Bond -to -Insulation:
ilt S/A HT TU Underlayment or Tri-Built Smooth HT S/A
;B; ASTM D41.primed OSB; Southern. Yellow Pine; ASTM D41
primed structural concrete.
thern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
of cover is not slated for installation within 24 hours. Note:
Igue-and-groove board decking be covered with plywood or
Inderlayment.
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 or TAS 114, Appendix J.
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/2S/2017
Page 3 of 6
5.6.3
5.6.4
#1
#2
1
\-,]TR1.N1TY1ERD
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, Tye I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
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.
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.
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HTTU Underlayment, self -adhered.
#3 Maximum Desia
Deck:
Deck Preparatio
Primer:
Underlayment:
#4 Maximum Desia
Deck:
Base Sheet:
Underlayment:
Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
is 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.
(Optional) RESISTO EXTERIOR PRIMER
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.
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
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.
Tri-Built S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116
Certificate of Authorization #9503 6T" EDITION.(2017) FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
'TRINIIY. I ERD'
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS
FOR DIRECT -DECK TILE INSTALLATIONS' ,:• `
Maximum
Underlayment
Tile Profile I
Staging Method
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)
1 c
Tri-Built S/A HTTU
Underlayment
Lugged
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization #9503 6T" EDITION (2017) FBC.NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 5 of 6
6. INSTALLATION:
6.1 TRI-BUILT Roof
published instal
specifics noted k
6.2 Re -fasten any Ic
to remove any d
�.J I RINITY ,' ERD
layments shall be installed in accordance with TRI-BUILT Materials Group, LLC
requirements subject to the Limitations set forth in Section 5 herein and the
decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
and debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R 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:
6.3.3
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.
I
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 expos Ied 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. I Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at t i e 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.
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 lapplications, 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. ISee Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIR
As required by the Buildi
this product.
8. MANUFACTURING
Gulfport, MS
9. QUALITY ASSURANCE
UL, LLC —QUA9625;
Official or Authority Having Jurisdiction in order to properly evaluate the installation of
578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
TjTAMKO7BUIL"DING-PRDDU
220-West-41"—Street----`ri
Joplin, MO 64801
(417) 624-6644
Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
UL LLC (QUA9625)
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 6T" EDITION (2017)
Issued September 25, 2017
Category: Roofing
Subcategory: Asp 04"1 ItShin1,gles
Code Sections: 1-5, 1507:2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP-043-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-064-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-131-02-01
TAS 100
-1995
PRI Construction Materials Technologies (TST5878)
TAP-165-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-280-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-31i4-02-01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-315-02-01
ASTM D 6381
2008(2013)e1
PRI Construction Materials Technologies (TST5878)
TAP-317-02-01
TAS 100
1995
UL LLC (TST9628)
02NK9507
ASTM D 3161
2016
UL LLC (TST9628)
04NK24366
ASTM D 3462
2010A
UL LLC (TST9628)
05NK28I006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
061\11<03898
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
08CA59132
ASTM D 3161
2016
UL LLC (TST9628)
09NK07896
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
10CA50498
ASTM D 3462
2010A
UL LLC (TST9628)
1OCA64882
ASTM D 3161
2016
UL LLC (TST9628)
I INK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
ASTM D 3161
2016
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
UL LLC (TST9628)
4787148748
ASTM D 7158
2011
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services LLC (ANE11669)
TBP150d1.3
Calculations
2017
TBP15001.4
FL18355-R4
Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3.
The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GD TAMKO BUILDING PRODUCTS
rj K Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal®
12-'1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick, Joplin &
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa)
ceramic granules complying with ASTM D 3462.
Glass -Seal
12I 1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick &
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa)
ciramic granules complying with ASTM D 3462.
Glass -Seal
12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt_ shingle with fiberglass
(Joplin)
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage®
I
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Herita e® Premium
9
1I -1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
1I2" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick)
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Vintage®
1I7-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg)
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Woodgate
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas & Frederick)
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage® Woodgate
112" x 36-3/8", ASTM D 316.1, Class F fiberglass reinforced, laminated architectural
(Frederick)
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick & Joplin)
shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage® Hip and Ridge
(Phillipsburg)
TBP15001.4
This evaluation report is provi
Technical Services, LLC of ar
This evaluation report does n
specifically addressed herein.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
FL18355-R4 Page 2 of 11
:d for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
product changes or quality assurance changes throughout the duration for which this report is valid.
express nor imply warranty, installation, recommended use, or other product attributes that are not
I �
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, L-LC
INSTALLATION
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Nailing
Area.
Nailing
Area
Basic Wind Speed (V it): IMax. 194 mph
Basic Wind Speed (Vasa): Max. 150 mph
Deck (HVHZ):
jin accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ):
Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
I I elow.
Installation (Non-HVHZ):
lestalled with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
1"
1n
Figure 1. Elite Glas
4 Nail Pattern (N
EW Edge
& Glass -Seal
i'HZ only)
1i�
Butt Edges
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
6-7/8"
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assuranceichanges throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage@
Basic Wind Speed (V it):
(Dallas, Frederick, Joplin,
Basic Wind Speed (Vasa):
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
Heritage@ Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
Heritage@ Woodgate
(Dallas & Frederick)
Underlayment:
Min. slope:
InILlIation HVHZ :
Installation (Non-HVHZ):
I
V I
Figure 3. H
1"
TBP15001.4
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
FASTENERS` ` NAILZONE
COMMON
BOND
EXPOSURE 6-68"
/211►h-12-3/,8" 12-112'"� h-1"
a®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERSzl!;��:�14OND
NAILZONE
OMMON
1
1. 1 l EXPOSURE 5-5/8"
7-1I2"-i►�it- 7�3I8'.�- 7-1 f2"-M�'h-7-1/2'� �4-1 "
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
FL18355-R4
4of11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
i
' I
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
i,BONO
6=178" � �ExPOSURE 5;51$"' .
1 -112, ' 7-1/2' ' ► ,7-318„ 1 /2 711 Ij.• i ,.
�Figure 5. Heritage® Woodgate
6 Nail Pattern
-►I1"11" 14-12.1/2" 1 412-1 %2"- 1•'11"14-
,
l i I 4 i
®Common Band
(.� FASTENERS
i \t
co T
00
39-3/8'
Figure 6. Heritage®, Heritage® PF'emium, & Heritage® Woodgate
Alternate 6 Nail Pattern
PAINT
LINEN
7=7I8"
6-1I8"�
:PREFERRED'
FASTENER!
.LWATIQN
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warrant
y, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Premium
Basic Wind Speed (V,,ii):
Max. 194 mph
(Frederick)
Basic Wind Speed (Vasd):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installation (HVHZ):
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ):
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAIL ZONE/
'COMMON BOND'
51/2" JIJ EXPOSURE 5"
1 �,� � 1'.1 "-►�-- 12"
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONFJ
COMMON BOND
51iv D .0 - EXPO RE S."
I
VLt
TBP15001.4
This evaluation report is provi
Technical Services, LLC of ar
This evaluation report does n
specifically addressed herein.
4 , . 3 9"—+91h : li-1 11
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
FL18355-R4 Page 6 of 11
!d for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
product changes or quality assurance changes throughout the duration for which this report is valid.
express nor imply warranty, installation, recommended use, or other product attributes that are not
CREEK
TECHNICAL SERVICES, LLC
Heritage@ Woodgate Basic Wind Speed (V„it):
(Frederick) Basic Wind Speed (Vnd):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
it
iMax. 194 mph
'Max. 150 mph
JIn accordance with FBC requirements;
IS
lidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
linstalied with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
BOND
5.1./�2" I ! 11 � I, EXPOSURE
( i
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE:
COMMON BOND'
lQ(POS,;RE-5"
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation; recommended use, or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Vintage® Basic Wind Speed (Vint):
(Phillipsburg) Basic Wind Speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
UIYderla ment:
Min. slope:
I Lallation HVHZ :
II nstallation (Non-HVHZ):
s
T
re
TBP15001.4
This evaluation report is prc
Technical Services, LLC of
This evaluation report does
specifically addressed here!
M� -20MM2031=301
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
r 15"
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 13. Heritage® Vintage®
6 Nail Pattern
17.1?2"
luposure
• Notch
Ev—
/Nouft
17-IM
FL18355-R4 Page 8 of 11
id for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
product changes or quality assurance changes throughout the duration for which this report is valid.
express nor imply warranty, installation, recommended use, or other product attributes that are not
1
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC i
Hip & Ridge Basic Wind Speed (Vuit): Max. 194 mph
(Frederick & Joplin) Basic Wind Speed Msd): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
i
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
rlew construction; Min. 7/16 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements.
Installation:
I, stalled with 5-1/8 inch exposure in accordance with the
IBC and manufacturer's published installation instructions.
direction of the exposed end shall be away from the
The
p evailing wind.
Direction of prevailing
'posure
Figure I �5-1/8exposure
SAW', 1of I ,If" 1" Fastener. Faster
Figure 2 1�4r� Figure 3
Figure 14. Hip & Ridge (Frederick & Joplin)
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurbnce changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation; recommended use, or other product attributes that are riot
specifically addressed herein.
CREEK
TECHNICAL SERV
Vintage® Hip & Ridge
(Phillipsburg)
TBP15001.4
This evaluation report is prc
Technical Services, LLC of
This evaluation report does
specifically addressed herei
TAMKO BUILDING PRODUCTS
Asphalt Shingles
LL.0
Wind Speed (V„it): Max. 194 mph
Wind Speed (V,,d): Max. 150 mph
(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. 0S13 existing construction.
;rlayment: In accordance with FBC requirements.
slope: 2:12 and in accordance with FBC requirements.
Ilation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
of prevailing wind
exposure
Figure 1
1"
} Fastener
�5-1/2"
IFigure 2
Icposure
rigure s
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
FL18355-R4 Page 10 of 11
ed for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
product changes or quality assurance changes throughout the duration for which this report is valid.
t express nor imply warranty, installation, recommended use, or other product attributes that are not
r `)
i
CREEKTAMKO BUILDING PRODUCTS
[1 Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave inl horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
%%���PRY
��•tiPG•\'�GENSF•5��
No 74021
I • X X
o STATE OF : 44/�
E�r.%
CERTIFICATION OF INDEPENDENCE
2017.09.25
i 11:31:41
.. ..YyWy YMgIW,0.•M1,1 - .. .. ..
04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation. i
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
i
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.4 FL18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
(-)o
\,l TRINITY (ERD
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and
construction materials in the State of Florida. The docume
P.E. for use of the product under the Florida Building Co
compliance with the 6eh Edition (2017) Florida Building Coc
DESCRIPTION: TRI-BUILT Mod1 lef d-Bitumen-Roof-Systems
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203)262-9245
Evaluation Report A42970.10.12-112
FL16027-R2
Date of Issuance:10/23/2012
Revision 2: 09/25/2017
applicable rules and regulations governing the use of
on submitted has been reviewed by Robert Nieminen,
The product described herein has been evaluated for
sections noted herein.
LABELING: Labeling shall be in accordance with the requirl ments 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 t i e 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 documentationlchanges. 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 tre words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 261,page Appendix.
Prepared by:
!� �' TC? •3?4'?4 5
Robert J.M. Nieminen P.E. • a r'
, F' �,—,. The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No. 59166, Florida DCA ANE1983 �'�•,uat�a`�' P.E. on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE: +
1. Exterior Research & Design, LLC. d/b/a Trinity I 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. 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 entity involved in the approval process of the
product.
5. 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.
ul�
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category:
Sub -Category:
Compliance Statement:
LLC, have demonstrated
through testing in accorc
and Limitations / Conditii
(TRINITY I ERD
Roofing
Modified Bitumen Roof Systems
tl-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group,
impliance with the following sections of the 6th Edition (2017) Florida Building Code
ce with the following Standards. Compliance is subject to the Installation Requirements
of Use set forth herein.
2. STANDARDS:
Section
Pro a
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:
Entity
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-R1
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
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-R1
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 (TST6049)
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
2D5A9.AM
06/22/1999
FM Approvals (TST1867)�
FM 4470
3006646
01/04/2000
FM Approvals(TST18671
FM 4470
3001334
01/25/2000
FM Approvals(TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (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 (TST186i7)
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(TST18617)
FM 4470/4474
3024594
05/23/2006
Exterior Research and Design, I.I.C.
Evaluation Report A42970.10.12-R2
Certificate ofAuthoriration #9503
6T" EDITION (2017) FBC NON-HVHZ EVALUATION
FL16027-R2
I
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Revision 2: 09/25/2017
Page 2 of 4
�TRINITYJERD
Entity
Examination
Reference
Date
FM Approvals(TST1867)
FM 4470/4474
3023458
07/18/2006
FM Approvals(TST1867)
FM 4470/4474
I 3030668
09/12/2007
FM Approvals(TST1867)
FM 4470/4474
I 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(TST5878)
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 instructilons and the Limitations / Conditions of Use herein. The
following membranes make up the subject systems.
Table 1: Roll -Goods for TRI-BUILT Modified, Bitumen Roof:Systems '
Type
Product I
Specification
Reference
Grade
Type
SBS Membranes
TriBuilt SA SBS Base
ASTM D6163, Table 2
S
I
TriBuilt SBS Granular
ASTM D6164
G
I
TriBuilt SA SBS Cap
ASTM D6164
G
I
APP Membranes
TriBuilt APP Smooth
ASTM D6222
S
I
TriBuilt APP Granular
ASTM D6222
G
I
TriBuilt SA APP Cap
ASTM D6222
G
I
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
5.3
5.4
5.5
This Evaluation Report is not for use in FBC HVHZ
Refer to a current Approved Roofing Materials Di
ns.
for fire ratings of this product.
For steel deck installations, foam plastic insulation lshall 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.
The roof system evaluation herein pertains tc
members shall be in accordance with FBC I
Jurisdiction. Load resistance of the roof deck
Approval documentation.
-deck roof components. Roof decks and structural
ments to the satisfaction of the Authority Having
be documented through proper codified and/or FBC
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 WD1, 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, U.C. Evaluation Report A42970.10.12-R2
Certificate of Authorization #9503 6Tx EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 3 of 4
7-
5.8 For assemblies wi
assembly shall me
rational analysis is
�J I RINITY ERD
:hl all components fully bonded in place, the maximum design pressure for the selected
et or exceed critical design pressure determined in accordance with FBC Chapter 16. No
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 insular
existing deck or eN
any surface condil
with ANSI/SPRI IA
124 shall be condu
5.11 For bonded insuk
system shall be c
Authority Having J
Loss Prevention DI
5.12 Metal edge attach
FBC Chapter 16 an
RAS 111, except
1609.3(3).
5.13 All products in the
6. INSTALLATION:
ion or membrane over existing substrates in a re -roof (tear off) or recover installation, the
i�sting roof surface shall be examined for compatibility with the adhesive to be installed. If
ions exist that bring system performance into question, field uplift testing in accordance
11, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
cted on mock-ups of the proposed new roof assembly.
tion or membrane over existing substrates in a recover installation, the existing roof
Ipable of resisting project design pressures on its own merit to the satisfaction of the
irisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
ita Sheet 1-52 or Testing Application Standard TAS 124.
merit (except gutters), shall be designed and installed for wind loads in accordance with
J tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
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 tlo 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
Contact the noted
requirements.
9. QUALITY ASSURANCE
U L LLC — QUA9625; (
- TH
agency for information on product locations covered for F.A.C. Rule 61G20-3 QA
578-3406, k.chancellor@us.ul.com
PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report A42970.10.12-112
Certificate ofAuthorization #9503 6TM EDITION (2017) FBC NON.HVHZ EVALUATION FL16027-RZ
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 4 of 4
�JTRINITYJ ERD
DIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT
Table Deck
Application
Type
Description
Page
1A-1 Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4
1A-2 Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
1B Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
1D
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
6
1E-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
7
1E-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8
11'
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
8
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
213
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
9 /
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
30
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
11-14
36
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
413
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
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
20
5B
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-BaYe Insulation, Bonded Top Insulation, Bonded Roof Cover
22
5D
CWF
New, Reroof (Tea(Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
22
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
22
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
23
6B
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
24
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
24
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
24
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
25-26
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
26
The following notes apply 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 Jurisdiction.
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:
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA
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 Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization #9503 6i" 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 1 of 26
C)o
J 1 FZINITY I ERD
4. 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 codified and/or FBC
Approval documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwise 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 25-30 Ibs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D=15): Continuous_0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to h0 55 iwcni de ribbons,-12=inch-o:c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). NotOlyBonde. Not Green maybe used where-O/y8ond-500 is re erenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing.
➢ 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.
Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya nu rate at the following thickness limitations may be 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 for a 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:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (013500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II)
➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocya n u rate insulation boards shall be maximum 4 x 4 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 WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carrythe 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 maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined 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/SPRI 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 Authority Having Jurisdiction, as documented through 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.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a 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, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26
C)o
\i TRINITY I 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
FBC Approved ASTM D4601, Type II
(Base and Ply sheets, Asphalt -Applied)
HA at 20 40 Ibs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
SBS-AA
Cap Ply
TriBuilt SBS Granular
HA at 20-40 Ibs/square
(SBS, Asphalt -Applied)
SBS-TA
Cap Ply
TriBuilt SBS Granular
Torch -Applied
(SBS, Torch -Applied)
SBS-SA
Base Ply
TriBuilt SA SBS Base
(SBS, Self -Adhering)
Self -Adhering
Cap Ply
TriBuilt SA SBS Cap
APP-TA
Base Ply or Ply
TriBuilt APP Smooth
(APP, Torch -Applied)
Torch -Applied
Cap Ply
TriBuilt APP Smooth, TriBuilt APP Granular
APP-SA
Cap Ply
TriBuilt SA APP Cap
Self -Adhering
(APP, Self -Adhering)
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A
applies:
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
- Type-- --
Attach
VB-1.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or 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
TriBuilt SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157.5
VB-4.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VB-5.
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 field -primed with PG300 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, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization H9503 6TR 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 3 of 26
�I TRINITY (ERD
TAB -
LE 1A-1 WOOD DECKS' NEW CONSTRUCTION OR REROOF{Tenn-OFF)
,SYSTEM TYPE A 2:, MECHANICALLYATTACHEO'ANCHOR SHEET; BONDED`INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 0.25-inch Dens
Polyglass G2 Base,
8-inch o.c. in 4-
Deck, Dens Deck Prime,
Min. 19/32-
--�CertainTeedGlasbase,,-
32 ga., 1-5/8-
-�
inch lap and 8-
(Optional) FBC
SECUROCK Gypsum-
inch plywood
Firestone MB Base, JM
inch diameter
_.
inch -inch -in
-Approved,
Fiber Roof Board, Min.
-075-inch-inch—
(Optional)
SBS-AA,
W 1
max.
Tamko
tin caps with 11
three, equally
ASTM C3289,
H�
-HA
gp_AA
BP_
SBS-TA,
-60.0
inchspans
in spans
Glass BPerma-ase
Glass Base or
or
a annular ringspaced,
g '
p
a II of lso-
type p y
(homogeneous) or min.
( g )
—
-APP-TA—
GAFGLAS #75
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-
CertainTeed Glasbase,
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
APP-SA,
W 2
at max. 24-
Perma-Ply 28, Tamko
tin caps with it
three, equally
ASTM C1289,
HA
SECUROCK Gypsum-
HA
SBS-SA
more SBS-
SBS-TA or
-60.0
inch spans
Glass Base or
ga. annular ring
spaced,
type II polyiso-
Fiber Roof Board
SA or
APP-TA
GAFGLAS #75
shank nails
staggered
cyanurate
APP-TA
center rows
6-inch o.c. in 4-
Min. 2-inch
D-IS, OB500,
Min. 19/32-
32 ga., 1-5/8-
inch lap and 6-
ACFoam II, III,
CR-20 or M-
Min. 0.25-inch Dens
D-IS,
inch plywood
Polyglass Elastobase
inch diameter
inch o.c. in
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
OB500,
(Optional)
SBS-AA,
W-3
at max. 24-
or Polyglass
tin caps with 12
four, equally
Shield CG,
fastener
or SECUROCK Gypsum-
CR-20 or
BP -AA
BP -AA
SBS-TA,
-60.0*
inch spans
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7-inch
Fiber Roof Board
M-OSFA
APP-TA
shank nails
staggered
center rows
or ENRGY-3
oc
6-inch o.c. in 4-
Min. 2-inch
D-IS, OB500,
Min. 19/32-
32 ga., 1-5/8-
inch lap and 6-
, ACFoam IIIII,
CR-20 or M-
D-IS,
(Optional)
SBS-SA,
inch plywood
Polyglass Elastobase
inch diameter
inch o.c. in
H-Shield, H-
OSFA, atop
(Optional) Additional
OB500,
One or
APP-SA,
W-4
at max. 24-
or Polyglass
tin caps with 12
four, equally
Shield CG,
fastener
layers of base insulation
CR-20 or
SBS-SA
more SBS-
SBS-TA or
-60.0*
inch spans
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7-inch
M-OSFA
SA or
APP-TA
shank nails
staggered
or ENRGY-3
oc
APP-TA
center rows
Exterior Research and Design, LLC. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL36027-R2
Revision 2: 09/25/2017
Appendix 1, Page 4 of 26
�f 1 RINITY ERD
TABLE 1A-2: WOOD;DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED'ROOF"COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psfl
12-inch o.c. in 4-
Min. 0.25-inch Dens Deck,
Min. 19/32-
Polyglass
OMG Flat
inch lap and 12-
(Optional) FBC
Dens Deck Prime, SECU ROCK
inch plywood
Elastobase or
Bottom Plates
inch in two,
Approved,
Gypsum -Fiber Roof Board,
(Optional)
SBS-AA, SBS-
W-5
max.
Polyglass
(square) with
equallyspaced,
ASTM C1289,
HA
Min. 0.75-inch FescoBoard
HA
BP -AA
BP -AA
TA, APP-TA
-60.0
in
inspans
spans
Elastobase
Roofgrip #12
staggered center
type II polyiso-
(homogeneous) or min. 0.5-
Poly
cyanurate
inch Structodek High Density
rows
Fiberboard Roof Insulation
Polyglass
12-inch o.c. in 4-
(Optional) FBC
(Optional)
Min. 19/32-
OMG Flat
inch lap and 12-
inch plywood
Elastobase or
Bottom Plates
inch o.c. in two,
Approved,
Min. 0.25-inch Dens Deck,
One or
SBS-SA, APP-
W 6
at max. 24-
Polyglass
(square) with
equally spaced,
ASTM C1289,
HA
Dens Deck Prime, SECUROCK
HA
SBS-SA
more SBS-
SA, SBS-TA
-60.0
inch spans
Elastobase
Roofgrip #12
staggered center
type II polyiso-
Gypsum -Fiber Roof Board
SA or APP-
or APP-TA
Poly
cyanurate
TA
rows
TABLE 16: WOOD DECKS -NEW CONSTRUCTION; REROOF (TEAR -OFF) OR RECOVER
_ —
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,.BONDEDTOP INSULATION, BONDED"f;00E-COVER—
System
Base Insulation Layer
— Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
_
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psfl
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-Shield
Dekfast #12 or TruFast
1 per
x
(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-TA
Roof Insulation
APP-TA
Exterior Research and Design, LLC. d/b/a Trinity)ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
0 EDITION (2017) FBC NON-HVH2 EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL36027-R2
Revision 2: 09/25/2017
Appendix 1, Page 5 of 26
\I TRINITY J ERD
- TABLE,IC °WOOD DECKS -NEW CONSTRUCTION; REROOF (TI?AR-OFF) oR RECOVER
` SYSTEM TYPE C MECHANICALLY -ATTACHED INSULATION; BONDED'ROOF COVER F ;
System
Deck (Note 1)
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MOP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Layer
(Psf)
Min. 19/32-inch
(Optional)
Min. 0.5-inch Structodek High Density
Dekfast Galvalume
(Optional if
(Optional if using AA
W-8
plywood -at -max—
One or more layers,
Fiberboard Roof Insulation or min. 0.25-
Steel Hex with
1 per 1.33
SBS-AA, SBS-TA, APP-
-82.5
24-inch spans
any combination—
-inch-Dens Deck, �— Dens Deck Prime or
Dekfast #12 DP
ft
BP -AA
or APP-TA
TA
loose laid
SECUROCK Gypsum -Fiber Roof Board—!_
(Optional)
Dekfast Galvalume
—�
W-9
Min. 19/32-inch
plywood at max.
One or more layers,
Min. 1.5-inch ENRGY 3, H-Shield or
Steel Hex with
Dekfast #12 DP or
1 perZ .33
SBS-SA
(Optional) One or more
SBS-SA, APP-SA, SBS-
82 5
24-inch spans
any combination,
Polytherm
TruFast MP-3 with
ft
SBS-SA or APP TA
TA or APP-TA
loose laid
TruFast DP
TABLE 1D WOOD DECKS NEW CONSTRUCTION; REROOF (TeAa-OFF) oe RECOVER r
SYSTEM TYPED: PRELIMINARILYATTACHED;INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF,C_ _OVER: ;
System
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min. 19/32-inch
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.
One or more layers,
Prelim.
CertainTeed Glasbase, Firestone MB
#14, Dekfast Hex with
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-52.5
24-inch spans
any combination
Attached
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
Min. 19/32-inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast
12-inch o.c. in 4-inch land 12-
One or more
SBS-SA,
APP-SA
W-11
plywood at max.
any combination
Attached
Elastobase Poly with poly top surface
#14 or TruFast MP-3 with
inch o.c. in two, equally spaced,
SBS-SA
,ap
SBS-TA or
24-inch spans
TruFast HD
staggered center rows
APP-TA
Min. 19/32-inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-inch o.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
W-12
plywood at max.
any combination
Attached
Elastobase Poly
(square) with Roofgrip #12
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-60.0
24-inch spans
staggered center rows
or APP-TA
APP-TA
Min. 19/32-inch
12-inch o.c. in 4-inch lap and 12-
SBS-SA,
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
One or more
APP-SA,
W-13
plywood at max.
any combination
Attached
Elastobase Poly with poly top surface
(square) with Roofgrip #12
inch o.c. in two, equally spaced,
SBS-SA
SBS-TA or
-60.0*
24-inch spans
staggered center rows
APP-TA
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report A42970.30.12-R2 for F1.16027-112
Certificate of Authorization #9503 O 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 6 of 26
�PTRRINITYJERD
TABLE 1E-1; WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
W-14
Min.15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c. at 2-inch lap and 18-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
45.0'
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
W-15
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c. at 2-inch lap and 12-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
-52.5
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
(Optional) One or
W-16
plywood at max.
Poly, Polyglass G2 Base, CertainTeed
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, SBS-
-60.0
24-inch spans
Glasbase, Firestone MB Base, JM Perma-
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
APP-TA
TA, APP-TA
Ply 28, Tamko Glass Base or GAFGLAS #75
Min. 19/32-inch
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.c. in three,
One or
SBS-SA, APP-
W-17
ly
plywood at max.
Elastobase Poly with poly top surface
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more S(Optional)
BS-SA or
moreAPP-
SA, SBS-TA or
-60.0
24-inch spans
APP-TA
W-18
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-inch lap and 6-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SB5-TA
-90.0
inch spans
equally spaced, staggered center rows
APP-TA
or APP TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
4-inch o.c. in 4-inch lap and 4-inch o.c. in four,_ _
(Optional) One or _
---
_SBS-SA, APP-
W-19
plywood at max.
Elastobase Poly with poly top surface
with 11 ga. annular ring shank nails.
_equally-spaced;-staggeed center r ows
more SBS-SA or
SA, SBS-TA or
-97.5
24-inch spans
----
APP-TA
APP-TA
W-20.
Min.15/32-inch
plywood at max. 24-
- — - —
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-inch lap and o.c. in three,
(Optional) BP -AA or
, SBS-TA
SBS-Aor
-105.0
inch spans
enter r
equally spaced, staggered center rows
APP-TA
APP
or APP-TA
Min. 19/32-inch
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-
W-21
plywood at max.
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
-112.5
24-inch spans
APP-TA
Min. 19/32-inch
32 ga., 1-5/8-inch diameter tin caps
SBS-SA, APP-
W-22
plywood at max.
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
SA, 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
more APP-TA
APP TA
ASTM D41 primer.
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6T" 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
\,�TRINITYJERD
TABLE;IE 2.1NOOD DECKS=NEW'CONSTRUCTION; REROOF (Teas -OFF) oa Ri covEa
SYSTEM TYPE E: NON-INSULATED,MECHANICALLYATTACHEDBASESHEET,BONDED-ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
---
_Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
W-1
—�
plywood at max.
_Poly, Polyglass G2 Base, CertainTeed
'Firestone
Roofgrip #14, Dekfast Hex with Dekfast #14
o.c. in two, equally spaced, staggered
more BP -AA or
SBS-AA, SBS-
-52.5
24-inch spans
Glasbase, MB-Base,-JM-Perma-
or TruFast-MP-3-with TruFast HD
center rows
APP-TA
TA, APP-TA
ply 28, Tamko Glass Base or GAFGLAS #75
Min. 19/32-inch
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 or TruFast MP-
12-inch o.c. in 4-inch lap and-12=inch—
—
One or more-SBS-_
SBS-SA, APP-
W-2
plywood at max.
Elastobase Poly with poly top surface
3 with Tru Fast HD
O.C. in two, equally spaced, staggered
SA
SA, SBS=TA or—
24-inch spans
center rows
APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
SBS-AA, SBS-
W-3
plywood at max.
Elastobase Poly
Roofgrip #12
o.c. in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
-60.0
24-inch spans
center rows
APP-TA
Min.19/32-inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
One or more SBS-
SBS-SA, APP-
4
Ew-
plywood at max.
Elastobase Poly with poly top surface
Roofgrip #12
in two, equally spaced, staggered
SA
SA, SBS-TA or
60.0
24-inch spans
center
center rows
APP-TA
:. oR REw ROOF (TE[► TABLE iF .WOOD DECKS NEW CONSTRUCTIONR: OFF)
t SYSTEM TYPE F NON INSULATED, BQNDED3ROOF CODER
:Syst m `;
- Roof Cover (Note 15)
MDP
}
y Deck
Primer
(Psf)
Joint Treatment _
Base Ply
Ply
Cap Ply
W-'5�aNtli
32
'a
A D4
-
SB
w
SoBS=P-ood,r:15 =SA S- STBS-y A
�_`90(Optlona)'ASTM 0
mag..2,4 mcfiP"s ns�s �
._
r,_SA T.AAPaP -
W 6
Min. 15/32-inch plywood
(Optional) ASTM D41
Plywood joints are covered with 4-inch wide strips of TriBuilt SA
TriBuilt SA SBS Base
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
97.5
at max. 24-inch spans
SBS Base, rolled into place to create continuous bond.
APP-TA
or APP-TA
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL36027-112
Certificate of Authorization #9503 6°1 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 8 of 26
\J TRINITY I ERD
TABLE 2A: STEEL OR STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(pso
Min. 22 ga., type B,
Min. 1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if using
Grade 33 steel or
ACFoam II, ENRGY
Dekfast #14, Trufast
(homogeneous) or min. 0.5-inch
(Optional if using
AA Base) One or
SBS-AA, SBS-
SC-1.
min. 2,500 psi
3, H-Shield or
MP-3 with Trufast HD or
1 per 2 ftz
Structodek High Density
HA
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
_45.0*
structrual concrete
Polytherm
OMG 3-inch Galy Plate
Fiberboard Roof Insulation
APP-TA
with OMD HD
Min. 22 ga., type B.
Min. 2-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if using
SC-2.
Grade 33 steel or
ACFoam II, ENRGY
Dekfast #14, Trufast
MP-3 with Trufast HD or
1 per 4 ftz
(homogeneous) or min. 0.5-inch
HA
(Optional if using
AA Base) One or
SBS-AA, SBS-
-45.0*
min. 2,500 psi
3, H-Shield or
OMG 3-inch Galv Plate
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
structrual concrete
Polytherm
Fiberboard Roof Insulation
APP-TA
with OMD HD
Min. 22 ga., type B,
Min.1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if using
SC-3.
Grade 33 steel or
ENRGY 3, H-Shield
Dekfast #14 or TruFast
1 per 1.33
(homogeneous) or min. 0.5-inch
HA
(Optional if using
AA Base) One or
SBS-AA, SBS-
-90.0
min. 2,500 psi
ftz
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
structrual concrete
or Polytherm
MP-3 with TruFast HD
Fiberboard Roof Insulation
APP-TA
Min. 22 ga., type B,
Min. 1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
BP -AA (Top surface
One or more
SBS-SA, APP-
SC-4.
Grade 33 steel or
ENRGY 3, H-Shield
Dekfast #14 or TruFast
1 per 1.33
z
(homogeneous) or min. 0.5-inch
HA
primed with ASTM
layers, SBS-SA or
SA, SBS-TA
-90.0
min. 2,500 psi
or Polytherm
MP-3 with TruFast HD
ft
Structodek High Density
D41 primer)- -
�--
-APP=TA
--
or APP-TA
structrual concrete
Fiberboard Roof Insulation
_; •. - -. -- '-- TABLE 2B; STEEL OR`STRUCTURAL CONCRETE DECKS- NEW CONSTRUCTION, RERO. OF (TEAR -OFF) oR RECOVER'
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF.COVER
System
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Layer
(Ps6
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
Min. 22 ga., type B,
(Optional) One or
(Optional if
(Optional if using AA
SC-5.
Grade 33 steel or
more layers, any
Min. 0.5-inch SECUROCK Gypsum-
OMG 3-inch Galvalume Steel
1 per 1.78
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-
-75.0
min. 2,500 psi
combination, loose
Fiber Roof Board
Plate with OMG #14 HD
ftz
BP -AA
AA or APP-TA
TA, APP-TA
structrual concrete
laid
Min. 0.5-inch Structodek High
Min. 22 ga., type B,
One or more layers,
Density Fiberboard Roof
Dekfast Galvalume Steel Hex with
(Optional if
(Optional if using AA
SC-6.
Grade 33 steel or
any combination,
Insulation or min. 0.25-inch Dens
Dekfast #12 (steel only) or #14 or
1 per 1.33
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-
-82.5
min. 2,500 psi
loose laid
Deck, Dens Deck Prime or
TruFast MP-3 with TruFast DP
ftz
BP -AA
AA or APP-TA
TA, APP-TA
structrual concrete
SECUROCK Gypsum -Fiber Roof
(steel only) or HD
Board
Min. 22 ga., type B,
(Optional)
Dekfast Galvalume Steel Hex with
SBS-AA, SBS-
Grade 33 steel or
One or more layers,
Min. 1.5-inch ENRGY 3, H-Shield
Dekfast #12 (steel only) or #14 or
1 per 1.33
(Optional) One or more
TA, SBS-SA,
SC 7.
min. 2,500 psi
any combination,
or Polytherm
Trufast MP-3 with TruFast DP
ftz
SBS-SA
SBS-SA or APP-TA
APP-TA, APP-
12.1
structrual concrete
loose laid
(steel only) or HD
SA
Exterior Research and Design, LLC. d/b/a Trmity(ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
e EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-112 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 9 of 26
� �i
�l TRIIVIIY JERD
TABLE2C STEELOR,STRUCTURALCU NCRETE DECKS .NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER ,
-. -
-
= SYSTEM TYPED PRELIMINARILYATTACHE-D INSULATION, MECHANICALLYATTACHEO BASE SHEET, BONDED ROOF COVER
NOTE; INSULATION IS_OPTIONAL FOR RECOVER'APPLICATIONS
System
Deck 1)
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MDP
No.
(Note
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 22 ga ; type-B,—
— _ _
One or7nore—
—
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
(Optional) One or
SC-8.
Grade 33 steel or min.
layers, any
Prelim.
Elastobase Poly or JNI Perma--
with Roofgrip #14, Dekfast Hex
and 18-inch o.c. in two,
more BP -AA or APP-
SBS-AA, SBS-
-45.0*
2,500 psi structrual
combination
Attached
Ply 28
wiYh Dekfast#14 or-Trufast-MP 3
equally spaced, staggered
TA, APP-TA
concrete
with Tru Fast HD
center rowsTA
-----
Polyglass Elastobase, Polyglass
--
Min. 22 ga., type B,
Elastobase Poly, Polyglass G2
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
Grade 33 steel or min.
One or more
Prelim.
Base, CertainTeed Glasbase,
with Roofgrip #14, Dekfast Hex
and 12-inch o.c. in two,
(Optional) One or
SBS-AA, SBS-
SC-9.
2,500 psi structrual
layers, any
Attached
Firestone MB Base, JM Perma-
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
more BP -AA or APP-
TA, APP-TA
-52.5
concrete
combination
Ply 28, Tamko Glass Base or
with Tru Fast HD
center rows
TA
GAFGLAS #75
Min. 22 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
SBS-SA, APP-
SC-10.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase Poly with
with Roofgrip #14, Dekfast Hex
and 12-inch o.c. in two,
One or more SBS-SA
SA, SBS-TA
-52.5*
2,500 psi structrual
combination
Attached
poly top surface
with Dekfast#14 orTruFast MP-3
equally spaced, staggered
or APP-TA
concrete
with Tru Fast HD
center rows
Min. 22 ga., type B,
One or more
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
(Optional) One or
SC-il.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase or
with Roofgrip #12 (steel only) or
and 12-inch o.c. in two,
more BP -AA or APP-
SBS-AA, SBS-
60.0
2,500 psi structrual
Attached
Polyglass Elastobase Poly
equally spaced, staggered
TA, APP-TA
concrete
combination
#14
center rows
TA
Min. 22 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom'Plates (square)
12-inch o.c. in 4-inch lap
SBS-SA, APP-
SC-12.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase Poly with
with Roofgrip #12 (steel only) orOne
and 12-inch o.c. in two,
or more SBS-SA
SA, SBS-TA
-60.0*
2,500 psi structrual
combination
Attached
poly top surface
#14
equally spaced, staggered
or APP-TA
concrete
center rows
Min. 22 ga., type B,
One or more
SC-13.
Grade 80 steel or min.
layers, any
Prelim.
TriBuilt APP Smooth
Dekfast isofast IF-2.375-AT Plates
12-inch o.c. in the 5-inch
(Optional) APP-TA
SBS-TA, APP-
82.5
2,500 psi structrual
combination
Attached
with Dekfast #15 HS
wide, heat -welded side lap
TA
concrete
Min. 22 ga., type B,
Grade 80 steel or min.
One or more
Prelim.
Trufast 2.4 in. Barbed Seam
12-inch o.c. in the 6-inch
SBS-TA, APP-
SC-14.
2,500 psi structrual
layersany
Attached
TriBuilt APP Smooth
Plates with Trufast EHD Fasteners
wide, heat -welded side lap
(Optional) APP-TA
TA
82.5
concrete
combination
Min. 22 ga., type B,
One or more
Dekfast Hex with Dekfast #14 or
12-inch o.c. in the 4-inch
SC-15.
Grade 33 steel or min.
layers, any
Prelim.
TriBuilt APP Smooth
OMG Flat Bottom Plates with
lap and 18-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-
-112.5
2,500 psi structrual
combination
Attached
OMG Roofgrip #14
equally spaced, staggered
APP-TA
TA, APP-TA
concrete
I
I
I
I
center rows
Exterior Research and Design, U.C. d/b/a Trinity( ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
GP EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL36027-R2
Revision 2: 09/25/2017
Appendix 1, Page 10 of 26
�`.rTRRINITY IERD
-TABLE 3A: STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION OR: REROOF'(TEAR-OFF)
SYSTEM TYPE A-1: BONDED INSULATION; BONDED ROOF COVER "
SEE NOTE 16 FOR VAPOR BARRIER OPTIONS
System
Deck
Primer
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Type Attach
Type Attach
Base Ply Ply Cap Ply
(psfl
SELF -ADHERING SYSTEMS WITH BASE INSULATION AND OPTIONAL TOP INSULATION OF THE SAME TYPE: - -
Structural
(Optional)
Min. 1.5-inch H-Shield or Multi -Max
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-1
concrete
ASTM D41
FA3
D-IS
base insulation
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
67.5
Structural
(Optional)
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C 2
Min. 1.5-inch ACFoam II or ENRGY 3
D-IS
D-IS
SBS-SA
135.0
concrete
ASTM D41
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C-3
concrete
None
Min.1.5-inch, min. 1.5 pcf Insulfoam
D-IS
insulation
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-157.5
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C-4
None
Min.1.5-inch, min. 2.0 pcf Insulfoam
OB500
OB500
SBS-SA
120.0
concrete
insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
C-5
Structural
None
Min. 1.5-inch ENRGY 3
OB500
(Optional) additional layers(s) of
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
127.5
concrete
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-6
None
Min. 1.5-inch ACFoam II or H-Shield
OB500
OB500
SBS-SA
150.0
concrete
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 1.5-inch ACFoam II, ENRGY 3, H-
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C 7
concrete
None
Shield or Multi -Max FA3
M-OSFA
base insulation
M-OSFA
SBS-SA
SBS-SA or APP-TA----
_
-SBS=TA or APP-TA
232.5
Structural
(Optional) additional layers_of_base-
-�
�-
(Optional) One or more
SBS-SA, APP-SA,
C-8
None
Min.1.5-inch, min. 2.0 pcf Insulfoam
CR-20
��
CR-20
SBS-SA
-240.0
concrete
---
-insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min.1.5-inch ACFoam 11, ACFoam III,
O tional additional layers(s)of ( p )
(Optional) One or more
SBS-SA, APP-SA,
C 9
None
ENRGY 3, H-Shield, H-Shield CG , Multi-
CR-20
CR-20
SBS-SA
-270.0
concrete
Max FA3 or ISO 95+GL
base insulation
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
OB
(Optional) additional layers(s) of
OB
(Optional) One or more
SBS-SA, APP-SA,
C-10
None
Min. 2-inch ACFoam II or H-Shield
Classic
Classic
SBS-SA
-270.0
concrete
(FULL)
base insulation
(FULL)
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional) additional layers(s) of
(Optional) One more
SBS-SA, APP-SA,
C-11
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
HA
SBS-SA
-480.0
concrete
Multi -Max FA3
base insulation
565 SA or APP-TA
SBS-TA or APP-TA
SELF -ADHERING SYSTEMS = BASE INSULATION AND COVERBOARD:
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 12
None
Min. 1.5-inch Multi -Max FA3
D-IS
D-IS
SBS SA
67.5
concrete
Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-13
None
Min. 1.5-inch, min. 2.0 pcf Insulfoam
D-I5
D-IS
SBS-SA
-120.0
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 2-inch ACFoam 11, ENRGY-3 or H
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-14
concrete
None
Shield
D-IS
Fiber Roof Board
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247.5
Structural
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-15
None
Min.1.5-inchENRGY3
OB500
OB500
SBS-SA
127.5
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for F1.36027-112
Certificate of Authorization #9503 dm 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 11 of 26
V I RINIIY I ERD
TABLE 3A;'STRUCTURAL CONCRETE DECKS NEW CONSTRUCTION OR REROOF (TEAR -OFF); 7
'SYSTEM, YPE'A-1: BONDED INSULATIONS BONDED ROOF COVER'
SEE NOTE,16 FOR VAPOR BARRIER OPTIONS -
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Structural
-Min..-1.5=inch ACFoam II, H-Shield or
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS SA, APP-SA,
C-16
concrete
None
ISO 95+GL
OB500
--
_Deck Prime
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-150.0
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum
_
(Optional) One or more
SBS-SA, APP-SA,
C-17
concrete
None
Shield
OB500
Fiber Roof Board
OB500
SBS=SA
SBS-SA or APRTA
_SBS_TA or APP-TA
24TS
Structural
Min. 1.5-inch ACFoam II, ENRGY 3, H-
Min. 0.25-inch SECUROCK Gypsum
(Optional) One or more
SBS-SA, APP-SA,
C-18
concrete
None
Shield or Multi -Max FA3
M-OSFA
Fiber Roof Board
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
232.5
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-19
concrete
None
Shield
M-OSFA
Fiber Roof Board
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
Structural
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-20
None
Min. 1.5-inch, min. 2.0 pcf Insulfoam
CR-20
CR-20
SBS-SA
-240.0
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Min. 1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min. 1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-21
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
240.0
CG or ENRGY 3
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 22
concrete
None
Shield
CR-20
Fiber Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247.5
Structural
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
SBS-SA, APP-SA,
C-23
None
Min. 2-inch ACFoam II or H-Shield
Classic
Classic
SBS-SA
-350.0
concrete
(FULL)
Fiber Roof Board
(FULL)
SBS-SA or APP-TA
SBS-TA or APP-TA
Min. 1.5-inch ACFoam II, ACFoam III,
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-24
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Fiber Roof Board
HA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-350.0
Multi -Max FA3
,'ASPHALTAND/ORTORCHABPLIEbSYSTEMS .. -'� '`'� - - •- 3
Structural
Min. 0.25-inch SECUROCK Gypsum
(Optional) One or more
C-25
concrete
None
Min. 2-inch ACFoam II or H-Shield
D-IS
Fiber Roof Board
D-IS
BP -AA
BP AA
SBS-AA
225.0
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-26
concrete
None
Min. 2-inch ACFoam II or H-Shield
D-IS
Fiber Roof Board
D-I5
APP-TA
APP-TA
APP-TA
-232.5
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-27
concrete
None
Min. 2-inch ACFoam II or H Shield
OB500
Fiber Roof Board
OB500
BP -AA
BP -AA
SBS AA
225.0
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-28
concrete
None
Min. 2-inch ACFoam II or H Shield
OB500
Fiber Roof Board
OB500
APP-TA
APP-TA
APP TA
232.5
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-29
concrete
None
Min. 2-inch ACFoam II or H-Shield
M-OSFA
Fiber Roof Board
M-OSFA
BP -AA
BP AA
SBS-AA
225.0
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-30
concrete
None
Min. 2-inch ACFoam II or H-Shield
M-OSFA
Fiber Roof Board
M OSFA
APP-TA
APP TA
APP TA
232.5
Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6T" 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 12 of 26
�PTRRINITYJERD
} TABLE 3A: STRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
SEE NOTE 16 FOR VAPOR$ARRIER'OPTIONS -
System
Deck
Primer
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 1.5-inch Ultra -Max or Multi -Max
C-31
Structural
FA-3, min.1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
BP -AA
BP AA
SBS-AA
225.0
CG or ENRGY 3
Min. 1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min. 1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-32
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
APP-TA
APP-TA
APP-TA
232.5
CG or ENRGY 3
Structural
(Optional) Min. 2-inch ACFoam II or H-
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
C-33
concrete
None
Shield
Classic
Fiber Roof Board
Classic
BP -AA
BP -AA
SBS-AA
-225.0
(FULL)
(FULL)
Structural
(Optional) Min. 2-inch ACFoam II or H-
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
C-34
concrete
None
Shield
Classic
Fiber Roof Board
Classic
APP-TA
APP TA
APP-TA
-232.5
(FULL)
(FULL)
Structural
Min. 1.5-inch ACFoam 11, ACFoam III,
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-35
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
HA
BP AA
—SBS-AA
-225.0
concrete
Multi -Max FA3
Fiber Roof Board
—BP=AA
Structural
Min.1.5-inch ACFoam-II,-ACFoam-III;
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-36_
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
HA
APP-TA
APP-TA
-232.5
concrete
Multi -Max FA3
Fiber Roof Board
APP TA
(Optional if
(Optional if using AA
C-37
Structural
ASTM D41
Min. 0.75-inch FescoBoard
HA
None
N/A
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-277.5
concrete
(homogeneous)
One or more
APP-TA
BP -AA
AA or APP-TA
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional if
(Optional if using AA
C-38
Structural
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.75-inch Fesco Board
HA
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-290.0
concrete
Multi -Max FA3
One or more
AA or APP-TA
APP-TA
(Optional if
Structural
Min. 0.5-inch Structodek High Density
using AA Ply)
(Optional if using AA
SBS-AA, SBS-TA,
C 39
concrete
ASTM D41
Fiberboard Roof Insulation
HA
None
N/A
One or more
Base) One or more BP-.
APP-TA
285.0
BP -AA
AA orAPP TA
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional if
(Optional if using AA
C-40
Structural
ASTM D41
ENRGY 3, H Shield, H-Shield CG or
HA
Min. 0.5-inch Structodek High
HA
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
480.0
concrete
Multi -Max FA3
Density Fiberboard Roof Insulation
One or more
AA or APP-TA
APP TA
BP AA
Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization #9503 6T" 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 13 of 26
�I TRINITY I ERD
TABLE,3A- STRUCTURAL`CONCRETE DECKS- NEW CONSTRUCTION OR REROOF,.(TEa R-OFF . d
"' SYSTEM,.TYPE A-1.;BONDEq INSULATION; BONDED ROOF COVER
. .
= SEE NOTE,16 FOR VAPOR BARRIER OPTIONS '
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psq
—
-----
-Min.-l:5-inch-ACFoam_II, ACFoam III,
(Optional if
(Optional if using AA
C-41
Structural
ASTM D41
�
ENRGY 3, H-Shield, H-Shield CG or
--
HA
-Min.-0.2-5-inch"Dens Deck Prime
HA
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-480.0
concrete
Multi -Max FA3
�
--
One or more
AA or APP-TA
APP-TA
BPBP A�
(Optional if
(Optional if using AA
C-42
Structural
ASTM D41
Min. 0.25-inch Dens Deck Prime
HA
None
N/A
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-510.0
concrete
One or more
AA or APP-TA
APP TA
BP -AA
TABLE 36 STRUCTURAL` CONCRETE DECKS- NEW CONSTRUCTION OR REROOF.(TEAR=OFE)
SYSTEM TYPE R NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER
System No.
Deck
Primer
Roof Cover (Note 15)
MDP
(Psf)
Base Ply
Ply
Cap Ply
C-43
Structural concrete
ASTM D41
SBS-SA
(Optional) 585-SA or APP-TA
SBS-SA, APP-SA, SBS-TA or APP-TA
-315.0
C-44
Structural concrete
ASTM D41
BP -AA (Optional if using asphalt applied Ply)
(Optional if using asphalt applied Base) BP -AA or APP-TA
SBS-AA, SBS-TA, APP-TA
-622.5
Exterior Research and Design, LLC. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 14 of 26
V TRINITY (ERD
TABLE4Ar LIGHTWEIGHTCONCRETE DECKS -NEW CONSTRUCTION.ORREROOF (TEAR -OFF) ,
SYSTEM 'TYPE A-1: BONDED INSULATION;, BONDED ROOF'COVER
System
Deck
Lightweight
Base Insulation Layer
Coverboard
Roof Cover (Note 15)
MDP
Type Attach
Type Attach
Base Ply Ply Cap Ply
No.
(Note 1)
Concrete (Note 14)
(Psfl
SELF -ADHERING SYSTEMS WITHM BASE INSULATION AND 0PTIONAL TOP INSULATION OF THESAMETYPE:
Structural
Min. 200 psi, min 2-
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-1
concrete
inch Elastizell
Min.1.5-inch, min. 2.0 pcf Insulfoam
OB500
layers of base insulation
OB500
SBS-SA
more SBS-SA
SA
_120.0
Structural
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-2
concrete
inch Elastizell
or H-Shield
OB500
layers of base insulation
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-3
concrete
2-inch Elastizell
Min. 2.0 pcf Insulfoam
CR-20
layers of base insulation
CR-20
SBS-SA
more SBS-SA
SA
_180.0
Structural
Min. psi, min.
Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-4
concrete
2-inchElastizell
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
layers of base insulation
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-180.0
FA3
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-5
concrete
2-inch Celcore or
Min. 2.0 pcf Insulfoam
CR-20
layers of base insulation
CR-20
SBS-SA
more SBS-SA
SA
222.5
Mearlcrete
Structural
Min. 200 psi, min.
Min. 1.54 ch ACFoam II, ACFoam III, ENRGY 3,
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-6
concrete
2-inch Celcore or
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
layers of base insulation
CR-20
SBS-SA
more SBS-SA or
SA_, S_BS-TA_ _
-222.5
Mearlcrete
FA3
J_�
_APP,TA--—
or APP-TA
- SELF -ADHERING SYSTEMS WITH BASE INSULATIONAND COVERBOARD:
-- --- -- --
(Optional) One or
SBS-SA,,APP-
APP-
LWC-7
Structural
Min. psi, min 2-
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
Min.
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-120.0
concrete
las
inch Elastizell
um -Finch Roof Board
Gypsum -Fiber Roof Board
APP-TA
or APP-TA
Structural
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
Min. 0.25-inch SECUROCK
(Optional) One or
SBS-SA, APP-
LWC-8
concrete
inch Elastizell
or H-Shield
OB500
Gypsum -Fiber Roof Board
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
Min. 0.25-inch SECUROCK
(Optional) One or
SBS-SA, APP-
LWC-9
concrete
2-inch Elastizell
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-180.0
FA3 or min. 2.0 pcf Insulfoam
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3,
Min. 0.25-inch SECUROCK
(Optional) One or
SBS-SA, APP-
LWC-10
concrete
2-inch Celcore or
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
Mearlcrete
FA3 or min. 2.0 pcf Insulfoam
APP-TA
or APP-TA
-ASPHALT'AND/ORT,ORCHAPPLIED SYSTEMS:- - - •- - - - - - -- - - - - -_
(Optional) One or
Structural
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
Min. 0.25-inch SECUROCK
BP -AA,
SBS-AA, SBS-
LWC-11
concrete
inch Elastizell
or H-Shield
OB500
Gypsum -Fiber Roof Board
OB500
APP-TA
TA re BP -AA or APP-
TA, APP-TA
-225.0
Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional) One or
Structural
Min. 200 psi, min.
Min. 0.25-inch SECUROCK
BP -AA,
SBS-AA, SBS-
LWC-12
concrete
2-inch Elastizell
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
APP-TA
more BP -AA or APP-
TA APP TA
-180.0
FA3 or min. 2.0 pcf Insulfoam
TA
Exterior Research and Design, U.C. d/b/aTrinitylERD
Certificate of Authorization 49503
Prepared by: Robert Nieminen, PE-59166
6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-112 for FL16027-112
Revision 2: 09/25/2017
Appendix 1, Page 15 of 26
�I TRINITY I ERD
-TABLE4A: LIGHTWEIGHTCONCRETEbECKSCONSTRUCTION OR REROOF (TeAR-OFF) .
-
"'' " ~•' SYSTENiTYPEAA: BONDEDINSULATION BONDEDROOF_COVER•.
System
Deck
Lightweight
Base Insulation Layer
Coverboard
Roof Cover (Note 15)
MDP
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
(Note 1)
Concrete (Note 14)
(Psf)
--
-Structural
Min. 200 psi, min.
Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3,
Min. 0.25-inch SECUROCK
BP -AA,
(Optional) One or
SBS-AA, SBS-
LWC-13
—
2-inch-Celcore_o�
ISO 95+GL, H-Shield, H-Shield CG, Multi -Max
CR-20
CR-20
more BP -AA or APP-
-222.5
concrete
Mearlcrete
FA3 or min. 2:O-pcf-Insulfoam—�
Gypsum -Fiber Roof Board
APP-TA
TA
TA, APP-TA
_ . TABLE 4B: LIGHTWEIGHT CONCRETEDECKS CgNSTRUCT ION oR;REROOF (Tenn -OFF
" - SYSTEM TYPE A-2: MECHANICALLY ATTACHEDANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER ,
System
Deck
Lightweight
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
Concrete to
MDP
No.
(Note 1)
(Note 14)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 1.5-inch
Min. 22 a.,
g
7-inch o.c. at
(Optional) Min.
Thermaroof Composite,
(Optional if
Type B,
Min. 300 psi
4-inch lap and
1.5-inch
Polytherm Composite or
(Optional if
using AA Base)
LWC-14
vented steel
Approved
GAFGLAS
OMG CR
7-inch o.c. in
ACFoam II, H-
HA
min. 0.5-inch Structodek
HA
using AA Ply)
One or more
SBS-AA, SBS-
-45.0
at max. 5 ft
cellular LWC
#75
BSF
two, equally
Shield, Multi-
High Density Fiberboard
BP -AA
BP -AA or APP-
TA, APP-TA
spaced center
Max FA3 or
Roof Insulation or min.
spans
rows
Polytherm
0.75-inch FescoBoard
TA
(homogeneous)
Min. 22 ga.,
7-inch o.c. at
Min. 1.5-inch
4-inch lap and
Type B,
Min. 300 psi
GAFGLAS
OMG CR
7-inch o.c. in
ACFoam II, H-
(Optional) One
SBS-SA, APP-
LWC-15
vented steel
Approved
#75
BSF
two, equally
Shield, Multi-
HA
None
N/A
SBS-SA
or more SBS-SA
SA, SBS-TA
-45.0
at max. 5 ft
cellular LWC
spaced center
Max FA3 or
or APP-TA
or APP-TA
spans
Polytherm
rows
Exterior Research and Design, LLC. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
e EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 16 of 26
�PTRRINITYJERD
TABLE 4C: LIGHTWEIGHT CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: MECHANICALLY ATTACHED 13ASE SHEET, BONDED ROOF COVER
Base Sheet (Note A below)
Roof Cover (Note 15)
System
Deck
M DP
Type
Fasteners
Attach
Base Ply
Cap Ply
No.
(Note 1)
Lightweight Concrete (Note 14)
(Psf)
(Note A)
'GENERIC' CELLULAR LIGHTWEIGHT INSULATING'CONCRETE: ..
Min. 300 psi, min. 2-inch thick cellular
Min. 22 ga., type B steel
LWC. Note: To qualify the LWIC under this
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
(Optional)
LWC-16
at max 5 ft spans or
assembly, an OMG CR BPF shall achieve
B3
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA, APP-
-45.0
structural concrete
an average withdrawal of 53lbf when
field of the sheet
BP -AA
TA
tested per TAS 105 or ANSI/SPRI FX-1
CELCORE CELLULAR LIGHTWEIGHT INSULATING CONCRETE:
Min. 0.0179-inch
Tensilform S-75 or min.
8-inch o.c. in a 3-inch lap and 16-inch o.c. in
Trufast FM-90 or
One or more
LWC-17
0.0205-inch Tensilform
Min. 200 psi, min. 2-inch thick Celcore
B1, B2, B3 or 137
two, equally spaced, staggered rows in the
SBS-AA
-37.5
75 at max. 5 ft spans or
OMG CR BPF
field of the sheet
BP AA
structural concrete
Min. 22 ga., type B steel
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
LWC-18
at max 5 ft spans or
Min. 200 psi, min. 2-inch thick Celcore
B1 through B12
Trufast FM-90 or
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
structural concrete
OMG CR BPF
field of the sheet
BP AA
Min. 26 ga., type HF
B1, B2, 133, B4,
9-inch o.c. in a 3-inch lap'and 9-inch o.c. in—
—�
—
LWC-19
steel at max 5 ft spans
Min. 225 psi, min. 2-inch thick Celcore MF
B7, 68, B10, Bll
OMG CR BPF
_two,-equallyspaced, staggered--
rows in the
One or more
SBS-AA
-45.0
or structural concrete
_
_or-B12�
field of the sheet
BP -AA
Min. 22 ga., type B steel
B1, B2, B3, B4,
7-inch o.c. in a 3-inch lap and 14-inch o.c. in
LWC-20
at max 6 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B7, B8, B10, B11
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
BP AA
Min. 22 ga., type B steel
Bl, B2, 133, B4,
9-inch o.c. in a 3-inch lap and 9-inch o.c. in
LWC-21
at max 6 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B7, 138, B10, Bll
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
BP AA
Min. 22 ga., type B steel
9-inch o.c. in a 4-inch lap and 18-inch o.c. in
One or more
Trufast Twin Loc-
SBS-r A, SBS-
LWC-22
at max 5 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
Bl or B2
Nail
two, equally spaced, staggered rows in the
BP -AA or APP-
TA APP-TA
-45.0
structural concrete
field of the sheet
TA
or
Min. 22 ga., type B steel
9-inch o.c. in a 4-inch lap and 18-inch o.c, in
One or more
SBS-SA, APP-
LWC-23
at max 5 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B2 (with poly-
Trufast Twin Loc-
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-45.0
film top surface)
Nail
structural concrete
field of the sheet
APP-TA
or APP-TA
Min. 22 ga., type B steel
8-inch o.c. in a 4-inch lap'and 8-inch o.c. in
BP -AA or APP-
SBS-AA, SBS-
LWC-24
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
132
Trufast FM-90
three equally spaced, staggered center rows
TA
TA or APP-TA
-60.0
structural concrete
Min. 22 ga., type B steel
82 (with poly-
in a 4-inch lap and 8-inch o.c. in
One or more
SBS-SA, APP-
LWC-25
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
Trufast FM-90
SBS-SA or
SA, SBS-TA
-60.0
film top surface)
three quo.c
three equally spaced, staggered center rows
structural concrete
APP-TA
or APP-TA
Exterior Research and Design, U.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6' EDITION (2017) FBC NON-HVH2 EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-112
Revision 2: 09/25/2017
Appendix 1, Page 17 of 26
V TRINITY I ERD
TABLE LIGHTWEIGHT CONCRETE-DECKS=NEW CONSTRUCTION oR_REROOF (TEAR OFF)
SYSTEM TYPE E. MECHANICALLY ATTACHED BASE SHEET;;BONDED ROOF:COVER
Base Sheet (Note A below)
Roof Cover (Note 15)
System
Deck
Lightweight Concrete (Note 14)
MDP
Type
No.
(Note 1)
(Note A)
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Min. 22. ga�ty epty ep B-steel—
Trufast FM-90 or
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
One or more
LWC-26
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore—
—Bl through B12
two, equally spaced, staggered rows in the
SBS-AA
-75.0
structural concrete
_OMG-CR_BP_F
—field-of_the sheet
BP AA
Min. 22 ga., type. B steel
Pol lass
yg
10-inch o.c. in a 4-inch la and 10-in
P
(Optional) BP—
—SBS=AA—SBS--
—90:0—
LWC-27
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
Elastobase Poly
Trufast FM
three equally spaced, staggered center rows
AA or APP-TA
TA, APP-TA
structural concrete
ELASTRECL CELLULAR'LIGHTWEIGHTINSULATING CONCRETEC
Min. 0.0179-inch
Tensilform S-75 or min.
Min. 200 psi, min. 2-inch thick Elastizell
Trufast FM-90 or
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
SBS-AA, SBS-
LWC-28
0.0205-inch Tensilform
Range II
B1 through B12
OMG CR BPF
in two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
-30.0
75 at max. 5 ft spans or
field of the sheet
TA
structural concrete
Min. 0.0179-inch
Tensilform S-75 or min.
Min. 200 psi, min. 2-inch thick Elastizell
B2 (with poly-
Trufast FM-90 or
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
SBS-SA, APP-
LWC-29
0.0205-inch Tensilform
Range II
film top surface)
OMG CR BPF
in two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-30.0
75 at max. 5 ft spans or
field of the sheet
APP-TA
or APP-TA
structural concrete
Min. 22 ga., type B steel
Min. 200 psi, min. 2-inch thick Elastizell
Trufast FM-90 orSBS-AA,
.. 7-inch o.c. in a 3-inch lap and 7-inch o.c. in
One or more
SBS-
LWC-30
at max 5 ft spans or
Bl through B12
two, equally spaced, staggered rows in the
BP -AA or APP-
-45.0
structural concrete
Range II
OMG CR BPF
field of the sheet
TA
TA or APP-TA
Min. 22 ga., type B steel
Min. 200 psi, min. 2-inch thick Elastizell
B2 (with poly-
Trufast FM-90 or
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
One or more
SBS-SA, APP-
LWC-31
at max 5 ft spans or
Range II
film top surface)
OMG CR BPF
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-45.0
structural concrete
field of the sheet
APP-TA
or APP-TA
Min. 22 ga., type B steel
Min. 350 psi, min. 2-inch thick Elastizell
Trufast Twin Loc-
6-inch o.c. in a 4-inch lap and 6-inch o.c. in
SBS-AA, SBS-
LWC-32
at max 5 ft spans or
with Zell -Crete Fibers, supple -mentally
B2
Nails (min. 1.8-
three, equally spaced, staggered rows in the
One or more
TA, SBS-SA,
-60.0
structural concrete
attached with Roofgrip #21 and 3-inch
inch)
field of the sheet
BP -AA
APP-TA or
plates at 1 per 8 ft2
APP-SA
Min. 350 psi, min. 2-inch thick Elastizell
Min. 22 ga., type B steel
with Zell -Crete Fibers, supple -mentally
B2 (with poly
Trufast Twin Loc-
6-inch o.c. in a 4-inch lap and 6-inch o.c. in
SBS-SA or
SBS-SA, APP-
LWC-33
at max 5 ft spans or
attached with Roofgrip #21 and 3-inch
film top surface)
Nails (min. 1.8-
three, equally spaced, staggered rows in the
APP-TA
SA, SBS-TA
-60.0
structural concrete
plates at 1 per 8 ft2
inch)
field of the sheet
or APP-TA
MEARLCRETE;CELLULAR LIGHTWEIGHTINSULATI' CONCRETE , ,'_ F `, . , 1, 1 ' _ -- '-- - -
l
Min. 24 ga., type B steel
t FM or
7.5-inch o.c. in a 3-inch lap and 10-inch o.c.
One or more
LWC-34
at max 5 ft spans or
Min. 200 psi, min. 2-inch thick Mearlcrete
B1 through 612
FOMG
in two, equally spaced, staggered rows in the
SBS-AA
-30.0
structural concrete
CR BPF
field of the sheet
BP AA
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for F1.36027-112
Certificate of Authorization #9503 6T" 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 18 of 26
�I TRINITY I ERD
TABLE4C: LIGHTWEIGHT CONCRETE ,DECKS—NEW`CONSTRUCTION ORREROOF(TFAR-OFF).
,SYSTEM TYPE 'E. MECHANICALLY ATTACHEDBASESHEET, 'BONDED 'ROOF COVER
Base Sheet (Note A below)
Roof Cover (Note 15)
System
Deck
MDP
Type
Fasteners
Attach
Base Ply
Cap Ply
No.
(Note 1)
Lightweight Concrete (Note 14)
(Psf)
(Note A)
Min. 22 ga., type B steel
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
LWC-35
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
Bl, B2 or B12
Trufast FM-90 or
two, equally spaced, staggered rows in the
BP -AA or APP-
SBS-AA, SBS-
-45.0
structural concrete
OMG CR BPF
field of the sheet
TA
TA orAPP-TA
Min. 22 ga., type B steel
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
SBS-SA, APP-
LWC-36
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
B2 (with poly-
Trufast FM-90 or
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-45.0
structural concrete
film top surface)
OMG CR BPF
field of the sheet
APP-TA
or APP-TA
Min. 22 ga., type B steel
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
LWC-37
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
Bl, 62, 63, B7 or
Trufast FM-90 or
two, equally spaced, staggered rows in the
BP -AA or APP-
SBS-AA, SBS-
-52.5
structural concrete
B11
OMG CR BPF
I
field of the sheet
TA
TA or APP-TA
Min. 22 ga., type B steel
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
SBS-SA, APP-
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
82 (with poly-
Trufast FM-90 or
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-52.5
structural concrete
film top surface)
OMG CR BPF
field of the sheet
APP-TA
or APP-TA
A. Base Sheets options are coded as follows:
➢ Bl: Polyglass G2 Base; B2: Polyglass Elastobase or Polyglass Elastobase Poly, B3: GAFGLAS #75; B4: GAFGLAS Stratavent Nailable Venting Base Sheet; B5: GAFGLAS Ply 4; B6: GAFGLAS FlexPly 6, B7: JM P_erma Ply
No. 28; B8: JM Vensulation; B9: JM GlosPly IV, B10: JM GlasPly Premier; Bll: Tamko Glass -Base; B12: Tamko Vapor -Chan
Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for F1.36027-112
Certificate of Authorization #9503 6T" 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 19 of 26
�TRINITY I ERQ
T TABLE 5A: CEMENTITIOUS WOOD FIBER DECKS NEW CONSTRUCTION oa REROOF (TEaR=OFF) .
Y SYSTEM TYPE A-1crBONDED INSULATION, 80NOED ROOF COVER
--
System
Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
--
Min. 1.5-inch ACFoam II,
Min. 0.25-inch Dens Deck, Dens Deck Prime,
(Optional) One or
CWF-1
Min. 2.5-inch Tectum
ISO Shield,
D-IS or
-IS
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
D-IS or
Bp -AA
more BP -AA orAPP-
SBS-AA, SBS-TA,
45.0
plank orTectum LS Plank
-inch-Structodek High Density Fiberboard Roof
OB500
APp TA
therm, E
Polytherm, ENRGY-3
Insulation
TA
Min. 2.5-inch Tectum
Min. 1.5-inch ACFoam II,
D-IS or
Min. 0.25-inch Dens Deck, Dens Deck Prime,
D-IS or
SBS-SA or
-(Optional) -One -or
_
SBS=TA-SBS-SA,-
CWF 2
Plank or Tectum LS Plank
ISO H-Shield,
OB500
SECUROCK Gypsum -Fiber Roof Board
OB500
APP-TA
more SBS-SA or
App-TA, APP-SA
_
450—
therm,
Polytherm, ENRGY-3
APP-TA
Min. 1.5-inch ACFoam II,
Min. 0.25-inch Dens Deck, Dens Deck Prime,
(Optional) One or
CWF-3
Min. 2.5-inch Tectum
CR-20
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
CR-20
BP -AA
more BP -AA orAPP-
SBS-AA, SBS-TA,
52.5
plank or Tectum LS Plank
PolISO therm, ENRGH-Shi-3
Polytherm, ENRGY-3
inch Structodek High Density Fiberboard Roof
TA
APP TA
Insulation
Min. 2.5-inch Tectum
Min.1.5-inch ACFoam II,
Min. 0.25-inch Dens Deck, Dens Deck Prime,
SBS-SA or
(Optional) One or
SBS-TA, 565-SA,
CWF-4
Plank or Tectum LS Plank
ISO 95+GL, H-Shield,
CR-20
SECUROCK Gypsum -Fiber Roof Board
CR-20
APP TA
more SBS-SA or
APP-TA, APP-SA
-52.5
Polytherm, ENRGY-3
I
I
APP-TA
Exterior Research and Design, U.C. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for F1.16027-112
Revision 2: 09/25/2017
Appendix 1, Page 20 of 26
��PTRINITYJERD
TABLE 5B:' CEMENTITIOUS WOOD FIBER DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF)
SYSTEM TYPEA-2: MECHANICALLYATTACHED ANCHOR SHEET, -BONDED INSULATION, BON DEO ROOF COVER -
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fastener
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 1.5-inch
Min. 0.25-inch Dens Deck, Dens
Min. 2.5-inch
Polyglass
9-inch o.c. in 4-inch
ACFoam II, ACFoam
Deck Prime, SECUROCK Gypsum-
(Optional)
Tectum Plank
Elastobase,
Trufast
lap and 12-inch o.c.
III, H-RGY
Fiber Roof Board, Min. 0.75-inch
One more
SBS-AA,
CWF-5
or Tectum LS
Polyglass
Inuldek
in two, equally
e,IS0ENRGY
Shield, EN 3,
HA
FescoBoard (homogeneous) or
HA
BP -AA
BP -AAA or
SBS-TA,
-30.0*
Plank
Elastobase Poly,
Loc-Nail
spaced, staggered
Polytherm or Multi-
min. 0.5-inch Structodek High
APP-TA
APP-TA
Polyglass G2 Base
center rows
Density Fiberboard Roof
Max FA3
Insulation
Polyglass
9-inch o.c. in 4-inch
Min. 1.5-inch
Min. 2.5-inch
Elastobase,
Trufast
lap and 12-inch o.c.
ACFoam II, ACFoam
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
CWF-6
Tectum Plank
Polyglass
Inuldek
in two, equally
III, IS095+GL, H-
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-30.0*
or Tectum LS
Elastobase Poly,
Loc-Nail
spaced, staggered
Shield, ENRGY 3,
Fiber Roof Board
TA
SBS-SA or
APP-TA,
Plank
Polyglass G2 Base
center rows
Polytherm or Multi-
APP-TA
APP-SA
Max FA3
Min. 1.5-inch
Min. 0.25-inch Dens Deck, Dens
Min. 2.5-inch
Polyglass
9-inch o.c. in 4-inch
ACFoam II, ACFoam
Deck Prime, SECUROCK Gypsum-
(Optional)
Tectum Plank
Elastobase,
Trufast
lap and 18-inch o.c.
III15095+GL, H-
Fiber Roof Board, Min. 0.75-inch
One more
SBS-AA,
CWF-7
or Tectum is
Polyglass
Twin
in two, equally
Shield,,, ENRGY 3,
HA
FescoBoard (homogeneous) or
HA
BP -AA
BP -AA
A or
SBS-TA,
-45.0*
Plank
Elastobase Poly,
Loc-Nail
spaced, staggered
Polytherm or Multi-
min. 0.5-inch Structodek High
_—
_ —
APP-TA -
-APP-TA
Polyglass G2 Base
center rows
Density -Fiberboard -Roof -
Max FA3
-------
Insulation
Polyglass
9-inch o.c. in 4-inch
Min. 1.5-inch
Min. 2.5-inch
Elastobase,
Trufast
lap and 18-inch o.c.
ACFoam II, ACFoam
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
CWF-8
Tectum Plank
Polyglass
Twin
in two, equally
II), IS095+GL, H-
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-45.0*
or TectumLS
Elastobase Poly,
Loc-Nail
spaced, staggered
Shield, ENRGY3,
Fiber Roof Board
TA
SBS-SA or
APP-TA,
Plank
Polyglass G2 Base
center rows
Polytherm or Multi-
APP-TA
APP-SA
Max FA3
Exterior Research and Design, LLC. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
e EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for F1.36027-112
Revision 2: 09/25/2017
Appendix 1, Page 21 of 26
�I TRINITYIERD
' TABLE DECKS- NEW CONSTRUCTION, REROOF(TEde-OFF)of RECOVER,
.SC,'CWENTITIOUS`WOQUFIBER
SYSTEM TYPE M •MECHANICALLYATTACHED BASE INSULATION, BONDED TOP INSULATION BONDED'ROOF,COVER
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note i)
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(PsR
-Min. ch
Min. 2-inch H-
OMG Polymer GypTec Plate
:
Min. 0.5-inch Structodek
(Optional if using
(Optional if using AA
SBS-AA,
CWF-9
Tectum Plank or
-Shield -or—
with Polymer GypTec or TruFast
1 per 4 ft
High Density Fiberboard
HA
Base) One or more BP -AA
SBS-TA,
-45.0*
Tectum LS Plank
Polytherm
TL Yin. Plate witFi TL Fastener—
�_
Roof Insulation
AA Ply) BP -AA
or APP-TA
APP-TA
* TABLE 5D CEMENTITIOU$ WOOD FIBER'DECKS-'_NEW CONSTRUCTION, REROOF (TEAR-OFF)�OR'RECOVE'
-77
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION; BONDED ROOF COVER ;
System
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base Insulation Layer
(PsR
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
Min. 2.5-inch
(Optional) One or
Min. 0.25-inch Dens Deck, Dens Deck Prime
(Optional if using AA
SBS-AA,
WF-10
Tectum Plank or
more layers, any
or SECUROCK Gypsum -Fiber Roof Board or
Trufast Twin Loc-Nails
2
1 per 2 ft
(Optional if using
Base) One or more BP -AA
SBS-TA,
-45.0*
Tectum LS Plank
combination, loose
min. 0.5-inch Structodek High Density
(min. 1-inch embedment)
AA Ply) BP -AA
or APP-TA
APP-TA
laid
Fiberboard Roof Insulation
TABLE_SE: CEMENTITIOUS WOOD FIBER DECKS -NEW CONSTRUCTION'ok REROOF (TEAR -OFF)
;.- - SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACH BASE SHEET, BONDED ROOP COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
No.
(Psf)
Min. 2.5-inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Inuldek
9-inch o.c. in 4-inch lap and 12-inch o.c. in two,
(Optional) One or
SBS-AA, SBS-TA,
CWF-11
or Tectum LS Plank
Poly, Polyglass G2 Base
Loc-Nail
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
30.0 *
Min. 2.5-inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Twin Loc-
9-inch o.c. in 4-inch lap and 18-inch o.c. in two,
(Optional) One or
SBS-AA, SBS-TA,
CWF-12
or Tectum LS Plank
Poly, Polyglass G2 Base
Nails
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
45.0 *
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for F1.36027-112
Certificate of Authorization #9503 6T" 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 22 of 26
��TRINITYJERD
TA6LE6A: GYPSUM DECKS— REROOF(TEAR-OFF)
- SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Notes 1 & 12)
(pso
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
G-1
Existing, sound poured gypsum
Min. 2.0 pcf, Insulfoam
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
(Optional) One
SBS-SA, APP-SA
-112.5
or gypsum plank deck
insulation
or more SBS-SA
(Optional) One
G 2
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ENRGY 3 or
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
or more SBS-SA
565-SA, APP-SA,
-112.5
or gypsum plank deck
H-Shield
insulation
or APP-TA
SBS-TA or APP-TA
(Optional) One
G-3
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ENRGY 3 or
OB500
Min. 0.25-inch SECUROCK Gypsum-
OB500
SBS-SA
or more SBS-SA
SBS-SA, APP-SA,
-112.5
or gypsum plank deck
H-Shield or min. 2.0 pcf, Insulfoam
Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ENRGY 3,
(Optional) additional layers(s) of base
(Optional) One
SBS-SA, APP-SA,
G-4
or gypsum plank deck
H-Shield or Multi -Max FA3
M-OSFA
insulation and/or min. 0.25-inch
M-OSFA
SBS-SA
or more SBS-SA
SBS-TA or APP-TA
202.5
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
G-5
Existing, sound poured gypsum
Min. 1.5-inch, min. 2.0 pcf Insulfoam
CR-20
(Optional) additional layers of base
CR-20
SBS-SA
(Optional) One
SBS-SA, APP-SA
-240.0
or gypsum plank deck
insulation
or more SBS-SA
(Optional) One
G-6
Existing, sound poured gypsum
Min. 1.5-inch, min. 2.0 pcf Insulfoam
CR-20
Min. 0.25-inch SECUROCK Gypsum-
CR-20
SBS-SA
or more SBS-SA
SBS-SA, APP-SA,
-240.0
or gypsum plank deck
Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
(Optional
— --
Existing, sound poured gypsum
Min. 0.25-inch Dens Deck, Dens
-----
—
�N/A
_
if using
_(Optional_if-using--
AA Base) One or
SBS-AA, SBS-TA,
G-7
or gypsum plank deck
Deck Prime or SEW ROCK Gypsum-
CR-20 _
_None _ — -
AA Ply)
more BP -AA or
APP-TA
-245.0
Fiber Roof Board - ----
BP -AA
APP-TA
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional) additional layers(s) of base
(Optional) One
SBS-SA, APP-SA,
G-8
or gypsum plank deck
ENRGY 3, H-Shield, H-Shield CG or
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
or more SBS-SA
SBS TA or APP TA
-257.5
Multi -Max FA3
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
0 EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-112
Revision 2: 09/25/2017
Appendix 1, Page 23 of 26
r��
,( 1 tZI1VITY I ERD
- TABLE 6B GYPSUM DECKS-REROOF (TEAR OFF) ,
:. "
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHORSHEET, BONDEWNSULATION, BONDED'ROOFCOVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
No.
(Note 1)
Type
Fasteners
(Note il)
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
MDP
(Psf)
-�
-9-inch-o.c..in 4-
Min. 1.5-inch
Min. 0.25-inch Dens Deck, Dens
Existing, sound
Polyglass
Trufast FM-
inch lap and 18-
ACFoam II,-ACFoam—
Deck Prime, SECUROCK Gypsum -
(Optional)
poured gypsum
Elastobase,
75 or FM-
inch o.c. in two,
III, IS095+GL, H-
Fiber Roof Board,-Min..0.Z5=inch
—
_
One or more
SBS-AA,
G-9
or gypsum
Polyglass
90 or Twin
equally spaced,
Shield, ENRGY 3,
HA
FescoBoard (homogeneous) or
HA
BP=AA
BP -AA or
_SBS=TA,_
-45.0*
plank deck
Elastobase Poly,
Loc-Nails
staggered center
Polytherm or Multi-
min. 0.5-inch Structodek High
APP-TA
APP-TA
Polyglass G2 Base
rows
Max FA3,
Density Fiberboard Roof
Insulation
,. TABLE 6C:' GYPSUM DECKS REROOF (TEAR -OFF) OR RECOVER
:. -
_SYSTEMTYPE•C: NIECHANICALLYATTACHED INSULATION, BONDED ROOFCOVER ,
System
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Layer
(Psf)
Type
Fasteners (Note 11)
Attach
Base Ply
Ply
Cap Ply
(Optional) One or
Min. 0.25-inch Dens Deck, Dens Deck
G-10
Existing sound
more layers, any
Prime or SECUROCK Gypsum -Fiber
Roof Board 0.5-inch
Trufast Twin Loc-
Nails 1-inch
1 2 ftZ
(Optional if
AA Ply)
(Optional if using AA Base) One
SBS-AA, SBS-
poured gypsum or
combination, loose
or min.
(min.
per
using
or more BP -AA or APP-TA
TA, APP-TA
-45.0*
gypsum plank deck
laid
Structodek High Density Fiberboard
embedment)
BP -AA
Roof Insulation
TABLE 61D: GYPSUM DECKS-REROOF (TEAR OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLYATTACHED BASE SHEET; BONDED'ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners (Note 11)
Attach
Base Ply
Cap Ply
(PsQ
Existing sound poured
Polyglass Elastobase, Polyglass Elastobase
Yg Yg
Trufast FM-75 or FM-90 or
9-inch o.c. in 4-inch la and 18-inch o.c. in
P
(Optional) One or more
SBS-AA, SBS-TA,
G-11
gypsum or gypsum
Poly, Polyglass G2 Base
Twin Loc-Nails
two, equally spaced, staggered center rows
BP -AA or APP-TA
APP-TA
_45.0*
plank deck
Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modred Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 24 of 26
QCTRINITYIERD
m. TABLE ZA: RECOVER APPLICATIONS
- SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Substrate
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Existing
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-1
asphaltic roof
Min. 1.5-inch Multi -Max FA3
D-IS
insulation and/or min. 0.25-inch
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-67.5
SECUROCK Gypsum -Fiber Roof Board
Existing
(Optional) additional layers(s) of base
(Optional) One or more
R 2
asphaltic roof
Min. 2.0 pcf Insulfoam
D-IS
insulation
D-IS
SBS-SA
SBS-SA
SBS-SA, APP-SA
-90.0
Existing
Min. 1.5-inch ACFoam II or ENRGY 3 or min.
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
R-3
asphaltic roof
2.0 pcf Insulfoam
D-IS
Roof Board
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
_90.0
Existing
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-4
asphaltic roof
Min. 1.5-inch ACFoam II or ENRGY 3
D-IS
insulation and/or min. 0.25-inch
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-90.0
SECUROCK Gypsum -Fiber Roof Board
Existing
(Optional) additional layers of base
(Optional) One or more
R 5
asphaltic roof
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
insulation
OB500
SBS-SA
SBS-SA
SBS-SA, APP-SA
120.0
Existing
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
R-6
asphaltic roof
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
Roof Board
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-120.0
Existing
Min. 1.5-inch ACFoam II, ENRGY 3 or FI-
(Optional) additional layers(s) of base
(Optional) One or more
SBS SA, APP-SA,
R-7
OB500
insulation and/or min. 0.25-inch
OB500
SBS-SA
-
-127.5
asphaltic roof
Shield
-SECUROCK Gypsum -Fiber Roof Board
-SBS=SA-orAPP-TA
S85-TA or APP-TA
Existing
Min. 1.5-inch ACFoam II, ENRGY 3, H-
M-
(Optional) additional layers(s) of baseM-
(Optional) One or more
585-SA, APP-SA,
R-8
insulation and/or min. 0.25-inch
SBS-SA
-157.5
asphaltic roof
Shield or Multi -Max FA3
OSFA
SECUROCK Gypsum -Fiber Roof Board
OSFA
SBS-SA or APP-TA
SBS-TA or APP-TA
Existing
(Optional) additional layers(s) of base
(Optional) One or more
R 9
asphaltic roof
Min. 2.0 pcf Insulfoam
CR-20
insulation
CR-20
SBS-SA
SBS-SA
SBS-SA, APP-SA
-240.0
Existing
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
R-10
asphaltic roof
Min. 2.0 pcf Insulfoam
CR-20
Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-240.0
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
(Optional) additional layers(s) of base
R-11
Existing
min. 1.3-inch ACFoam III or min.1.0-inch
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
SECUROCK Gypsum -Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
3
Existing
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-12
Min. 2-inch ACFoam II, ENRGY-3 or H-Shield
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
247.5
asphaltic roof
SECUROCK Gypsum -Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Existing
Min. 0.25-inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One more
S8S-AA, SBS-TA or
R-13
asphaltic roof
Min. 1.5-inch Multi -Max FA3
D-IS
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
SA, APP-TA
BP -AA or APP-TA
APP-TA
-67.5
Board
Existing
Min. 1.5-inch ACFoam II or ENRGY 3 or min.
Min. 0.25-inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-14
asphaltic roof
2.0 pcf Insulfoam
D-IS
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
SA, APP-TA
BP -AA or APP-TA
APP-TA
_90.0
Board
Exterior Research and Design, U.C. d/b/a Trinity(ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6P EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 25 of 26
2
",,�TPUNITYJ ERE)
TABLE 7A:' RECOVER
SYSTEM TYPE,471.. BONDED INSULAT.ION..BONDED,ROOF COVER; ,�
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
M DP
No.
Substrate
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Existing
Min. 1.5-inch ACFoam 11, ENRGY 3, H-Shield
Min. 0.25-Inch Dens Deck, Dens Deck
BP AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-15
asphaltic roof
or ISO 95+GL
OB500
Prime or SECUROCK Gypsum-Fiber.Roof
OBSOD
SA, APP-TA
BP -AA or APP-TA
APP-TA
-127.5
Board
Existing—
Min. 1.5-inch ACFoam 11, ENRGY 3, H-Shield
M-
Min. 0.25-inch SECUROCK Gypsum -Fiber
M_
BP -AA SBS-
(Optional) one or more
SBS-AA, SBS-TA or
R-16
asphaltic roof
or Multi -Max FX3—
-OSFA—
-Roof Board
_OSEA
SA APP-TA
BP -AA or APP-TA
APP-TA
-157.5
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
Existing
min. 1.3-inch ACFoam III or min. 1.0-inch
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
R-17
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
CR-20
Roof Board
CR-20
BP -AA
BP -AA
SBS-AA
-225.0
3 or min. 2.0 pcf Insulfoarn
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
Existing
min. 1.3-inch ACFoam III or min. 1.0-inch
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) one or more
R-18
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
CR-20
Roof Board
CR-20
APP-TA
APP-TA
APP-TA
-232.5
3 or min. 2.0 pcf Insulfoarn
-T 9E'7B:'kEt0VERA0PLicAf lom J
SYSTIEIVITYPE F:AON-ANSULATED. BONDED,BASESHEET, 'BONDED; ROOF -OVER_
System
Roof Cover (Note 15)
MDP
Deck
Primer
Base Ply
Ply
Cap Ply
No.
(Psf)
R-19
Existing
asphaltic roof
ASTM D41
BP -AA (Optional if using asphalt applied Ply)
(Optional if using asphalt applied Base) BP -AA or APP-TA
SBS-AA, SBS-TA, APP-TA
-45.0
Exterior Research and Design, LLC. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nierninen, PE-59166
6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 26 of 26