HomeMy WebLinkAboutProduct approval Freedom roofers, LLC Proposal prepared for: Matt Sansone
Free from Rain,Wind and Worry
Proposal Date: September 23,2019
5575 US 1,Suites 1,2 Customer: Matt Sansone
Vero Beach,FL 32967
Address: 356 Barraclough Street
772-318-4600 Fort Pierce,FL 34982
Phone: 772-678-5718
E-mail:
CCC1330900 Certified Roofing Contractor
Deiption Units Cost Per Unit
scrAmount':
Replace existing flat roof with a new,flat roof
>Prepare and obtain permit
Flat Roof:
>Remove existing roofing material down to the wood decking
>*Remove and replace rotted decking
>Install new self-adhering base sheet
>Install new drip edge
>Install new self-adhering modified bitumen cap sheet
>Haul away roofing Debris
Includes 14 sheets of plywood,after that,
*Plywood decking will be an additional charge of$85
per sheet of new plywood installed
New roof will be warranteed against leaks for 3 years by Freedom Roofers Included
Roofing materials will come with manufacturer warranty
**Warranties may be voided by damage sustained during a hurricane
Invoice Subtotal $ 11,100.00
z
Deposit Received
70-TAE
Make all checks payable to Freedom Roofers,LLC
A deposit of$500.00 will be due at signing,$5,300 will be due prior to commencement of work.Int.
Balance of payment due in full upon completion of Freedom Roofers work.
Overdue accounts subject to a service charge of 2%per month.Int. S•�"JCA !"T " y
All major credit cards accepted and subject to a 3%service fee
Thank you for your business!
REVIEWED FOR E
CODE COMPLIANCE
E COPY sT ��RI AR DESIGN,LLC.
It of Authorization#9503
bl+ 353 Christian Street, Unit 13
QTRINITYIER'b, �, J, �-- l I�� Oxford,CT 06478
/� ) (203)262-9245
EVALUATION REPORT
Tarco Roofing Evaluation Report T39820.12.11-R3
One Information Way,Suite 225 FL9487-R5
Little Rock,AR 72202 Date of Issuance:12/09/2011
(254)913-7750 Revision 3:10/02/2017
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 Niemineh,
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: LeakBarrierO EasyStickTM Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements of 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 I 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 3-page Appendix.
Prepared by:
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Robert J.M.Nieminen P.E. �.F,
r q��.S�T C_��-""-gid The facimilie seal appearing was authorized by Robert Nieminen,P.E.
Florida Registration No.59166,Florida DCA ANE1983 ,a •dal�' on 10/02/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity)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 TrinitylERD 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.
_ V c
i
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TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: LeakBarrier® EasyStickTM' Modified Bitumen Roof Systems, as produced by Tarco Roofing,
have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through
testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and
Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind FM 4474 2011
1504.7 Impact FM 4470 2012
1507.10.2 Physical Properties ASTM D226 2009
1507.10.2 Physical Properties ASTM D4601 2012
1507.11.2 Physical Properties ASTM D6163 2008
1507.11.2 Physical Properties ASTM D6164 2011
3. REFERENCES:
EnOtf Examination Reference Date
PRI(TST5878) Physical Properties TOT-041-02-01 05/24/2006
ERD(TST6049) Wind-FM4470/4474 TAR-SC7960.01.16 01/31/2016
ERD(TST6049) Wind-FM4470/4474 TAR-SC5670.03.16 03/21/2016
ERD(TST6049) Wind-FM4470/4474 T6460.06.07-R2 05/26/2017
ERD(TST6049) Physical Properties T6470.08.07-R2 06/02/2017
UL(QUA1743) Quality Assurance Service Confirmation Exp.06/28/2020
4. PRODUCT DESCRIPTION:
This Evaluation Report covers LeakBarrier® EasyStickTm Modified Bitumen Roof Systems installed in accordance with
Tarco Roofing published installation instructions and the Limitations / Conditions of Use herein. The following
products make up the subject systems.
TABLE 1: ROLL-GOODS FOR,LEAKBARRlER®EASYSTiICIfM001FIED BITUMEN,Roo F,SYSTEms
Type Product Specification
Reference Type Grade
LeakBarrier®EasyLayT" ASTM D226 II N/A
Base Sheets: ASTM D4601
LeakBarrier®EasyNailBaseT" II N/A
(published)
Smooth Surfaced Membranes: LeakBarrier®EasyBaseT" ASTM D6163 I S
Granule Surfaced Membranes: LeakBarrier®EasyStick'" ASTM D6164 I G
Exterior Research and Design,I.I.C. Evaluation Report T39820.12.11-R3
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-RS
LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017
Page 2 of 4
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TRINITY ERD,
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire classification does not form part of this Evaluation Report; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure
for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI 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.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the
existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison
to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off) or recover installation,the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
with ANSI/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on its own merit to the satisfaction of the
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12_ Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
Exterior Research and Design,I.I.C. Evaluation Report T39820.12.11-R3
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-RS
LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017
Page 3 of 4
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TRINITY ERO,
6. INSTALLATION:
6.1 EasyStickTM' Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published
installation instructions,subject to the Limitations/Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind.loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
applied). Refer to FBC 1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories—QUA1743;(414)248-6409; Karen.buchmann@us.ul.com
-THE THREE(3)PAGES THAT FOLLOWS FORMS PART OF THIS EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report T39820.12.11-R3
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-RS
LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017
Page 4 of 4
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4 TRINITY ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FUR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 2
113 Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2
1C-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 2
1C-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 3
1D Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 3
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. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: OMG#12 or#14 HD with OMG 3 in.Galvalume Steel Plate(non-ribbed)or Tru-Fast DP or HD with Trufast 3"Metal Insulation Plates. Minimum%-inch plywood penetration or minimum
1-inch wood plank embedment.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanu rate,polystyrene,wood fiberboard,perlite or gypsum-based roof board that meets the CIA requirements of F.A.C.Rule 61620-
3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. 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'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. For assemblies where all components are fully adhered,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.
6. 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 Stanard TAS 105.
7. 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.
8. "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(ERD Evaluation Report T39820.12.11-R3 for FL9487-RS
Certificate o/Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017
Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStickTM Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 1 of 3
C)o
TRINITY ERD
W TABLE 1A WOOD DEGKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM PEC: MEC1lANICAL�Y AITAC�,,HEDINSIJLATIOM1I,BONDE[)RQQF CO
System m Top Insulation Layer Roof Cover MDP
No.
Deck(Note 1) Base Insulation Layer sf
Type Fasteners Attach Base Ply Ply Cap (P )
Min.15/32"plywood (Optional)One or mare layers, Min.3/8-inch SECUROCK Gypsum- z
W 1' at max.24"spans any combination,loose laid Fiber Roof Board Note 2 1 per 1 ft EasyBase (Optional)EasyBase EasyStick Plus 52.5
Min.2-inch ACFoam II,EnergyGuard
W-2. Min.15/32"plywood (Optional)One or morelayers, Polyiso,ENRGY 3,H-Shield,ISO 95+ Note 2 1 per 1 ftz EasyBase (Optional)EasyBase EasyStick Plus -82.5
at max.24"spans any combination,loose laid
GL or Multi-Max FA3
=r w � r� TABLE 16 WOOD DECKSNEW CONSUCT
TRION,REROOF(Tear.-Off)or�RECOVER
_.
"t SYSTEM TYPE;p;'INSULATED,MECH/aNICALLY AFiACHED'BASE'SHEET,BDNDED ROOF CODER,
D.
System Insulation Layer Base Sheet Roof Cover MDP
Deck(Note 1)
No. Type Attach Type Fasteners Attach Base Ply Cap (Psf)
Min.15/32"Plywood Any type,thickness or Loose a
10-inch o.c.in the min.4-inch lap and 10-inch o.c. One or two plies, EasyStick Plus -60.0
W-3' at max.24"spans combination lid EasyLay Note 2 in two(2),equally spaced,staggered center rows EasyBase y
W-4. Min.15/32"plywood Any type,thickness or Loose laid EasyLay Note 2 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in One or two plies, EasyStick Plus -135.0
at max.24"spans combination four(4),equally spaced,staggered center rows EasyBase
Min.15/32"plywood Any type,thickness or 6-inch o.c.in the min.4-inch lap and 6-inch o.c.in One or two plies, EasyStick Plus 135.0
W 5' at max.24"spans combination Loose laid EasyNailBase Note 2 four(4),equally spaced,staggered center rows EasyBase y
_> w
" 9� TABLE 1C 1: WOOD+DECKS NEWCONSTRUCfION cr REROOF(Tear-Oft 4
'; x SY,STiEM T PE E; NONrINSULATED,MEC�HAN„I�CA,LLY ATTACHED BFCSE SFIE14T(nails),BONDED ROOF COYER
System m Base Sheet Roof Cover MDP
Deck(Note 1)
No. Type Fasteners Attach Base Ply Cap (psf)
W-6. Min.19/32'plywood Eas La 12 ga.annular ring shank nails and min.32 ga.,1-5/8” 7-inch o.c.in the 4-inch lap and 7-inch o.c.in three One or two plies, EasyStick Plus -60.0
at max.24"spans y y diameter tin-caps. (Ref: FBC 1517.5) (3),equally spaced,staggered center rows EasyBase
W-7. Min.15/32'plywood EasyLay Simplex MAXX Cap Fastener 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in One or two plies, EasyStick Plus -82.5
at max.24"spans four(4),equally spaced,staggered center rows EasyBase
W-8. Min.15/32"plywood EasyLay 12 ga.annular ring shank nails and min.32 ga.,1-5/8" 4-inch o.c.in the 4-inch lap and 4-inch'o.c.in four One or two plies, EasyStick Plus -120.0
at max.24"spans y y diameter tin-caps. (Ref: FBC 1517.5) (4),equally spaced,staggered center rows EasyBase
Min.15/32'plywood EasyNailBase 12 ga.annular ring shank nails and min.32 ga.,1-5/8" 4-inch o.c.in the 4-inch lap and 4-inch o.c.in five One or two plies, EasyStick Plus -120.0
W 9' at max.24"spans diameter tin-caps. (Ref: FBC 1517.5) (5),equally spaced,staggered center rows EasyBase
Exterior Research and Design,I.I.C.d/b/a Trinity HERD Evaluation Report T39820.12.11-R3 for FL9487-RS
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017
Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStick'"'Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 2 of 3
TRIIoIITY J ERD,
TABLE 1C-2: WOOD DECKS—NEJONSTRUCTION,REROOF(Te r-0)or RECO ER
SYSTEM TYPE'E: NON-INSULATED,NIECHANIGALTfACtED BFCSE SHEET{scrersys&plates),BaNDD ROOF COUER
� u
system Base Sheet Roof Cover MDP
Deck(Note 1)
No. Type Fasteners Attach Base Ply Cap (psf)
Min.15/32".plywood 10-inch o.c.in the min.4-inch lap and 10-inch o.c.in two(2),equally spaced, One or two plies, EasyStick Plus 60.0 1
W-10. at max.24"spans EasyLy
ay Note 2 staggered center rows EasyBase
Min.15/32"plywood 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in four(4),equally spaced, One or two plies,
W-11. ase EasyLay Note 2 Eas BEasyStick Plus -135.0
at max.24"spans staggered center rows y
Min.15/32"plywood 6-inch o.c.in the min.4-inch lap and 6-inch o.c.in four(4),equally spaced, One or two plies, EasyStick Plus -135.0
W-12. at max.24"spans EasyNailBase Note 2 staggered center rows EasyBase y
I
3 TABLE iD: WOOD*DECKS-'NEIN C(1NSTRUCTION or'REROOT_
SYSTEMF BONDED ROOF-COVER
�..,�. kms;•.., . .
•m,
aTYP,E
System Deck(Note 1) Roof Cover MDP
No. Type Joint Treatment Base Ply Ply Cap (Psf)
Min.15/32"plywood
W-13. None (Optional)EasyBase (Optional)EasyBase EasyStick Plus -75.0
at max.24"spans
Min.15/32"plywood Plywood joints are covered with 4-inch wide strips of EasyBase,rolled into EasyBase (Optional)EasyBase EasyStick Plus -120.0
W 14. at max.24"spans place to create continuous bond. (Optional) y ( P ) Y Y
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report T39820.12.11-R3 for FL9487-R5
Certificate of Authorization#9503 6rn EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017
Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStick—Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 3 of 3