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DATE FILED• DEC 03/2018 PERMIT# 1811-0335
REVISION FEE: RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
3401 AVENUE S FORT PIERCE,FL
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
ADD UNDERLAYMENT PRODUCT APPROVAL FL No.9777-R9
ADD UNDERLAYMENT PRODUCT APPROVAL FL No.16027-132
omon
~, CONTRACTOR INFORMATION: .
r
STATE of FL REG./CERT.#: CCC1328737 ST.LUCIE CO-CERT. #:
BUSINESS.NAME: CONFORT BUILDERS, LLC
QUALIFIERS NAME: ALBERTO MUNOZ
ADDRESS: 393 NW STRATFORD LN.
CITY: PORT ST LUCIE STATE: FL ZIP; 34983
PHONE(DAYTIME): 772 224 9110 FAX:
OWNER/BUILDER INFORMATION:
NAME: -
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC.• 9/23/09
JRRevised 06/30/17 1
A' "a N
Certificate of Authorization 29824
CREEK17520 Edinburgh Drive
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5TH EDITION(2014)
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued April 12, 2017
1 Owens Coming Parkway
Toledo, OH 43657
(800)438-7465
www.owenscorning.com
Manufacturing Location: Brentwood, NH
Houston,TX
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1504.3.1,1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5, 1507.4.5.2, 1507.5.3,
1507.5.3.2, 1507.7.3, 1507.7.3.2
Properties: Physical properties
REFERENCES
ED-tilt Report No. Standard Year
PRI Construction Materials Technologies(TST6049) NEI-039-02-01 ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) NEI-042-02-01 REV2 ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) NEI-045-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST6049) NEI-045-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST6049) NEI-053-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST6049) NEI-053-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST6049) NEI-093-02-02 ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) OCF-213-02-01 ASTM D 1623 2009
PRI Construction Materials Technologies(TST6049) OCF-237-02-01 UL 1897 2004
PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 4798 2001
PRI Construction Materials Technologies(TST6049) OCF-252-02-01 ASTM D 1970 2009
PRI Construction Materials Technologies(TST5878) OCF-253-02-02 ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) OCF-272-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST6049) OCF-296-02-02 ICC-ES AC 188' 2012
ICC-ES AC 48 2012
PRI Construction Materials Technologies(TST6049) OCF-297-02-01.1 ASTM D 1970 2009
'Determined to be equivalent to ASTM D 226-06,Type I and II
0CR14002.6a FL9777-R9 Page 1 of 4
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.
C DR E I��" Y OWENS CORNING ROOFING AND ASPHALT.LLC
WeatherLock@ Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
WeatherLock@ G WeatherLock@ G is an ASTM D 1970 self-adhesive underlayment constructed from SBS
(Brentwood, NH) modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft.
WeatherLock@) G is permitted to be used with mechanically fastened asphalt shingles,
wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the
roof deck shall be limited to a maximum 30 days.
WeatherLock@ Mat WeatherLock@) Mat is an ASTM D 1970 self-adhesive underlayment constructed from
(Brentwood, NH or SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
Houston, T)C) sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions
of 3-ft x 66.7-ft.
WeatherLock@ Mat is permitted to be used with mechanically fastened asphalt shingles,
wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the
roof deck shall be limited to a maximum 30 days.
WeatherLock@ Metal WeatherLock@)Metal is an ASTM D 1970 self-adhesive underlayment constructed from
(Brentwood, NH) SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The
product is supplied in 2.0 sq.rolls with nominal dimensions of 3-ft x 66.7-ft.
WeatherLock@) Metal is permitted to be used with mechanically fastened asphalt
shingles, metal roof panels or shingles, wood shakes or shingles, and slate roofing as
prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 90
days.
WeatherLock@) WeatherLock@ Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment
Specialty Tile&Metal constructed from SBS modified asphalt and surfaced with a non-woven polyester fabric.
(Brentwood, NH) The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft.
WeatherLock@)Specialty Tile&Metal is permitted to be used with mechanically fastened
asphalt shingles, clay or concrete tile, metal roof panels or shingles, wood shakes or
shingles, and slate roofing as prescribed in the FBC. WeatherLock@ Specialty Tile &
Metal is permitted to be used with adhered clay or concrete tile roofing using either 3MTM
2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BOND TM Roof
Tile Adhesive(The Dow Chemical Company). Exposure on the roof deck shall be limited
to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with clay or concrete tile installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
WeatherLock@ G(High WeatherLock@ G (High Tear)is a self-adhered,underlayment used as an alternative to
Tear) ASTM D 226,Type I or Type I I roofing felt and ASTM D 1970 self-adhering polymer
(Houston, T)C) modified bitumen underlayment. The underlayment is composed of SBS modified
asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The
product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal
dimensions of 3-ft x 65-ft.
WeatherLock@)G(High Tear)is permitted to be used with mechanically fastened asphalt
shingles, metal roofing, slate shingles,wood shingles and wood shakes as prescribed in
the FBC. Exposure on the roof deck shall be limited to a maximum 30 days.
OCR14002.6a FL9777-R9 Page 2 of 4
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.
-OCDEEK OWENS CORNING ROOFING AND ASPHALT LLC
[� WeatherLock®Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES,LLC
PRODUCT APPLICATION
Min.Roof Slope: 2:12 or in accordance in with the FBC
Application: All underlayments shall be installed in accordance with the FBC.
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. Prior to beginning installation, the underlayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The underlayment shall be installed with the release backer removed and pressed firmly
into place to ensure complete contact with the deck. The underlayment shall be installed
with the roll length parallel to the eave, starting at the eave, and with minimum 3" side
laps and minimum 6"end laps staggered min.6-ft.from preceding course. Additionally, if
applying WeatherLock® Specialty Tile & Metal, end laps shall be primed with ASTM D
41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width
of the lap.
It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
underlayment). Additionally, WeatherLock®Specialty Tile & Metal shall be back nailed
when installed on roof slopes greater than 3:12.
Min.Application 40°F; Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin.of safety per FBC Section 1504.9.
Underlayment System No.1 —WeatherLock Specialty Tile&Metal Only
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c.
Underlayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with
manufacturer's installation instructions to the fastened deck and backnailed along the
selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through
optionally primed, 32ga. x 1-5/8-inch 0 tin caps spaced 12" o.c. The applied
underlayment shall be rolled with a minimum 751b steel roller immediately following
application.
Maximum Design -105 psf
Pressure:
OCR14002.6a FL9777-R9 Page 3 of 4
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.
EC RE K OWENS CORNING ROOFING AND ASPHAL.T
LL,C, s
WeatherLock®Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underlayment may be used as described in other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design Pressures for a given undedayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5t'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
�t%%u 1I u l%#j*
0 Y R. �i
%, ?PRGEN'** 2017.04.12
No 7402,
_
15:15:46*: •.*
0: STATE OF ::��/-Z ^ w —04100'
'--'��•:c< O R,p Q:••����� Zachary R. Priest, P.E.
Florida Registration
�� �,, Organization No.ANE9641 21
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by 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 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
OCR14002.6a FI-9777-R9 Page 4 of 4
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.
1 J
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
TRNI
ITY I ERD 353 Christian Street
Oxford,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42970.10.12-R2
PO Box 70 FL16027-R2
Rutherford, NJ 07070 Date of Issuance:10/23/2012
(800)516-1485 Revision 2:09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th Edition(2017) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
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 26-page Appendix.
Prepared by:
Robert J.M.Nieminen,P.E. -•�i�c'�'��5�r The facsimile seal appearing was authorized by Robert Nieminen,
�,�3' .�a1.`,.��Q P.E.on 09
Florida Registration No.59166,Florida DCA ANE1983 � '.y, � /25/2017.This does not serve as an electronically signed
9 '�1�"""�"" 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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY I ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
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
IE-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 8
1F 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
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mach.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 10
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 11-14
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 14
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15-16
4B 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 Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 22
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 22
6A Gypsum New or Reroof(Tear-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 manufacturers published installation instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanumte,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 A42970.10.12-112 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 Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 1 of 26
UTRINITYIERD
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:TRI-BUILT RooF COVERS
Reference Layer Material Application
BP-AA Base Ply FBC Approved ASTM D4601,Type 11 HA at 20-40 lbs/square
(Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or V1
SBS-AA Cap Ply TriBuilt SBS Granular HA at 20-40 lbs/square
(SBS,Asphalt-Applied)
SBS-TA
(SBS,Torch-Applied) Cap Ply TriBuilt SBS Granular Torch-Applied
SBS-SA Base Ply TriBuilt SA SBS Base
(SBS,Self-Adhering) Cap Ply TriBuilt SA SBS Cap Self-Adhering
APP-TA Base Ply or Ply TriBuilt APP Smooth
Torch-Applied
(APP,Torch-Applied) Cap Ply TriBuilt APP Smooth,TriBuilt APP Granular
APP-SA
(APP,Self-Adhering) Cap Ply TriBuilt SA APP Cap 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
Vapor Barrier
Option# Primer Type Attach Insulation Adhesive MDP(psf)
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 -290.0
Adhesive,OlyBond 500 or CR-20,12-inch o.c.
17. Dens Deck shall be field-primed with PG100 prior to self-adhering membrane application.Refer to tables herein for other priming requirements.
18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,I.I.C.d/b/a Trinity I 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 Modified Bitumen Roof Systems;(800)516-1485 Appendix 1,Page 3 of 26
TRINITY I ERD
TABLE IE-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(Note 1) Base Sheet Roof Cover(Note 15) MDP
No. Base Fasteners Attach Base Ply Cap Ply (Psf)
Polyglass Elastobase,Polyglass Elastobase
Min.19/32-inch OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or
plywood at max. Poly,Polyglass SBS-AA,SBS-
Base,J Teed
W-1 Glasbase,Firestone
Base,ne MB Base,JM Perma- Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,staggered more BP-AA or TA APP-TA -52.5
24-inch spans Ply 28,Tamko Glass Base or GAFGLAS#75 or TruFast MP-3 with TruFast HD center rows APP-TA
Min.19/32-inch 12-Inch o.c.in 4-inch lap and 12-inch SBS-SA,APP-
W-2 plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 orTruFast MP- o.c.in two,equally spaced,staggered One or more SBS-
Elastobase Poly with poly top surface 3 with TruFast HD q Y P ggered SA SA,SBS-TA or -52.5-
24-inch spans center rows App-TA
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or
W-3 plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with Y o.c.in two,equal) spaced,staggered SBS-AA,SBS-
Elastobase Poly Roofgrip#12 P ggered 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-
W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip#12 o.c.in two,equally spaced,staggered SA SA,SBS-TA or -60.0•
24-inch spans center rows APP-TA
TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Primer Roof Cover(Note 15) MDP
No. Joint Treatment Base Ply Ply Cap Ply (Psf)
W-5 Min.15/32-inch plywood (Optional)ASTM D41 None SBS-SA (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA -90.0
at max.24-inch spans
APP-TA or APP-TA
Min.15/32-inch plywood Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA
W-6 at max.24-inch spans (Optional)ASTM D41 SBS Base,rolled into place to create continuous bond. TriBuilt SA SBS Base APP-TA or APP-TA -97.5
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FL36027-112
Certificate of Authorization#9503 6'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