1872 HICKORY LN ROOF NON SHING PERM rj-I\"IJrrcl ROOF NON SHINGLE PERMIT PERMIT NUMBER
J � '511
�t CITY OF ATLANTIC BEACH ROOF19-0011
ISSUED: 2/6/2019
800 SEMINOLE ROAD
o;3iv
ATLANTIC BEACH. FL 32233 EXPIRES: 8/5/2019
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORMTO THE CURRENT 6TH EDITION1 OF • ' DA BUILDING
CODE, OF BEACH CODEOF • '
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts,state agencies, or federal agencies.
JOB ADDRESS: PERMITTYPE: DESCRIPTION: VALUE OF WORK:
1872 HICKORY LN ROOF NON SHINGLE COLD PROCESS ROOF $14000.00
TYPE OF
ZONING: :D •
• • GROUP:
172020 1458 SELVA MARINA UNIT
12C R/P
STATE:----
COMPANY:- AD-DRESS: CITY:
BRC Roofing &
Construction, Inc. 3938-1 Sunbeam Road JACKSONVILLE FL 32257
• ADDRESS: CITY: STATE: ZIP:
ROGER POSTLETHWAITE 1645 Selva Marina Dr ATLANTIC BEACH FL 32233
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
LIST OF . •
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
-- AM
—
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $125.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $62.50
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.56
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.38
Issued Date: 2/6/2019 1 of 2
City of Atlantic Beach APPLICATION NUMBER
> Building Department (To bened by the Building Department.)
800 Seminole Road 70OF
( � o t /
,; y Atlantic Beach, Florida 32233-5445 ` l
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: �2)7 z 1 C1_0 Lt.-) Department review required Yes No
uildin
Applicant: Cqj�_U�tanning &Zoning
Tree Administrator
Project: Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS___
Reviewing Department First Review: ❑Approved ❑Denied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: Date: 1""4-d G1l9
TREE ADMIN. Second Review�l: Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS Comments: V t f O C
PUBLIC UTILITIES �/
PUBLIC SAFETY Reviewed by: Date:C - 0Lq
FIRE SERVICES Third Review: ❑Approved as revised. ❑- - -Y ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
w OFFICE COPY
YSL�Y/1n
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
'n/J
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: {Coo'F /- -G"O`1
❑ Revision to Issued Permit OR Corrections to Comments Date:a l I II 4
Project Address:
Contractor/Contact Name: 4ow�
Contact Phone: Email: f--ley G k-W f:
Description of Proposed Revision/Corrections:
S�,�jal;L-� /%R/da �pn�vv�+-�'.v►�.>lo-��� ��YI�r� - -
CW Pnv,--� `m��e&Sys 7e A4
I12,0 Are affirm the revision/correction to comments is inclusive of the proposed changes.
(pri ted name)
• Will proposed revision/corrections add additional square footage to original submittal?
,ZNo ❑ Yes (additional s.f.to be added: )
• Will proposed revision/corrections add additional increase in building value to original submittal?
,KENO ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Du($
D•40
Revision/Plan Review Comments
De artm nt Review Required:
lding
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public UtilitiesS
Public Safety Date
Fire Services Updated 10/17/18
UrNut I;UNY
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
(904)247-5800
BUILDING REVIEW COMMENTS
Date: 1/29/2019
Permit#: ROOF19-0011 Site Address: 1872 HICKORY LN
Review Status: denied REM 172020 1458
Applicant: BRC Roofing&Construction, Inc. Property Owner: ROGER POSTLETHWAITE
Email:Jerry@BRCRoof.com Email:
Phone: 9042880431 Phone:
9044632952
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Correction Comments:--
1.
omments:1. The Ad .c Beach Building Department does plan review on all non-shingled ro installatio s.
2. Su it 2 copies of the manufacturer's installation instructions and evaluation report of the pro ct
pproval number submitted, 2533.1
3 NEMO ETC, LLC, did the evaluation report. Please, of the 57 pages in the report, only submi he pages
that fit the site specific information for this project. Of those pages submitted,high light t system that
will be used for the installation.
Building
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
904.247.5844
Email:mjones@coab.us
Crn,1,1,01 f2-tv,--ew Cav►� mPK �` /-29-av,9 !�'�
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH OFFICE COPY
800 Seminole Road,Atlantic Beach,FL 32233
Office(904)247-5826 Fax(904)247-5845
Job Address: 1872 HICKORY LANE Permit Number: R ooF (Q/ — 00
Legal Description 37-29 9-2S-29E SELVA MARINA UNIT 12C LOT 28 Parcel#
oor Area ot Sq.Ft. Sq.11t
Valuation of Work$14.000.0o Proposed Work heated/cooled sial non-heated/cooled 4308
Class of Work(circle one): New Addition Alteration Repair dove Demolition pool/spa window/door
Use of existing/proposed structure(s)((circle one): Commercial denti
(�Q If an existing structure,is a fire sprinkler system installed?(Circle one): s o N/A
� Florida Product Approval# )5 3�, 1
For multiple products use p o uct approval orm
Describe in detail the type of work to be performed:REMOVE AND REPLACE ROOF.f�
[�J C Property Owner Information:
(` 'Name:ROGER POSTLETHWAITE Address: 1872 HICKORY LANE
0 1PCty ATLANTIC BEACH State FLZip 32233 Phone
E-Mail or Fax#(Optional)
Contractor Information:
Company Name:BRC ROOEING&CONSTRUCTION.iNC. Qualifying Agent: JERRY ROWE Q�
Address:3938-1 SUNBEAM ROAD City JACKSONVILLE State F_Zip 322
j Office Phone 904-288-0431 Job Site/Contact Number 904-463-2952 Fax# O
f LU
State Certification/Registration# CCC056398
Architect Name&Phone# Z t
Engineer's Name&Phone# fn tA
Fee Simple Title Holder Name and Address M Z —f Z
Bonding Company Name and Address a-J u Z O
Mortgage Lender Name and Address < _ N
O O W
Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to th f3 m H Z F—
issuance o a permit and that all work will be per orned to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes nu V 0 Q
and void work is not commenced within six(6f months,or if construction or work is suspended or abandoned for a period ojsix((6)months at any time�? 0 Q
work is commenced. 1 understand that separate permits must be secured for Electric:!Work,Pfutnbing,Signs, Wells,Pools,Ftitrttaces,Bollets,Htaleou I,;, Q 0
Tanks and Air Conditioners,do 0 Z jr Z
00
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 4 U. Q
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS U H cn F
TO YOUR PROPERTYJF YOU INTEND TO OBTAIN FINANCING CONSULT WITH '
►= z
YOUR LENDE ATTORNEY BEFORE RECORDING YOUR NOTICE OF �O ly aUj
COMMENCEMENT. O w w }
>. IL
to
1 hereby certify that 1 have read a exam d isplication and know the same to be true and correct. All provisions of laws and ordinances governing th1AJ 0
type of work will be complied wt h whet r ct zed herein or not. The granting oja permit does not presume to give authority to violate or canoe/t� l"' W 0
provutons ojany other federal,st te,or! a aw regulati construction or the performance ofconstruction. W 11.1 V W LLJ
W
Signature of Owner Signature of Contractor W
Print Name / f r
_.... .�4�_r..._...�...._2T.....Inl.Li1�..t�....... Print Name JAZ C is EX.v �
Sworn to and subsclibed before me Sworn t and subscribed before m
this jDay of -J 9M2i _ .20 IT this 15 D f u.� l
C
N
Pu bl' w
Revised 01.26.10
r�:'4,, JERRY C.ROWE
'? Notary PubNC-State of Florida Notary Public State of Florida
=' •e Commission N FF 948264 ,per: S.Brian Hynes
+� r My Comm.Expires Aug 28,2020 N Commission
2G 152663
•'•�""Y• 80adadt*0*National Wilary Assn a�►
Doc # 2019012963, OR BK 18661 Page 1104 , Number Pages : 1,
Recorded 01/17/2019 08:25 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10. 00
NOTICE OF COMMENCEMENT
COUNTY of DUVAL
STATE OF FLORIPA
To whom ft may concern:
The undersigned hereby Informs you that Improvements will be made to certain real property,and In accordance
with Section 713.13 of the Florida Statutes,the following Information Is stated In this NOTICE OF
COMMENCEMENT.
Description of property 1872 HICKORY LANE
37-29 9-2S-29E SELVA MARINA UNIT 12C LOT 28
General description of Improvements ROOF REPLACEMENT
Owner ROGER POSTLETHWAITE
Address 1872 HICKORY LANE,ATLANTIC BEACH,FL 32233
Owner's Interest In site of improvement FEE SIMPLE
Fee Simple Title holder Of other than Owner)
Name
Address
Contractor BRC ROOFING&CONSTRUCTION,INC. 904-288-0431
Address 3938-1 SUNBEAM RD.,JACKSONVILLE, FL 32257
Surety(If any)
Add Amount of Bond
Name of person within the State of Florida designated by owner upon whom notices or other documents may be
served:
Name
Addreas
in addition to himself,owner designates the following person to receive of he lienors Notice as provided
In Section 713.06(2)(b),Florida Statutes(Fill In at Owner's Option).
Name Address
r/ ctor nature
AUr
Print Name
Sworn to and subscription before me this f
day of ,2a 17
G
ry Public Signature /
county of��� State of
BERRY C.ROWE
Notary Public•Stale of FWWS
Comnthllon 0 FF 888264
? My C-cm.f xpt se Aug 28,2020
''r , , 9ortGed ttttet/Q�NdtI�AS1 Mi11ty Aisr
ti
OFFICE COPY
NEMC)I etc.
Certificate of Authorization 1!32455
353 Christian Street, Unit#13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION O.
CertainTeed Corporation Evaluation Report 3520.03.04-1121
20 Moores Road F12533-1120
Malvern, PA 19355 Date of Issuance:09/19/2005
(610)651-5847 Revision 21:06/20/2018
SCOPE:
This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6"Edition(2017)Florida Building Code sections noted herein.
DESCRIPTION: Flintlastic®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. of any changes to
the product(s), the Quality Assurance or the production facility location(s). NEMOIetc. 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 "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6, plus a 57-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
R r:'T4 The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 ss�•;a`E•;,' Nieminen,P.E.on 06/20/2018.This does not serve as an
1¢.<,.....•"' electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC,LLC 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 NEMOletc. 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.
4
• S
ONEMOJetc.
ROOFING SYSTEMS EVALUATION:
SCOPE:1.
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Flintlastic® Modified Bitumen Roof Systems, as produced by CertainTeed Corporation,
have demonstrated compliance with the following sections of the 6" 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 Prope Standard Year
1504.3.1 Wind FM 4474 2011
1504.7 Impact FM 4470 2012
1507.11.2 Physical Properties ASTM D6162 2008
1507.11.2 Physical Properties ASTM D6163 2008
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
1507.11.2 Physical Properties ASTM D6509 2009
3. REFERENCES:
KniAY Examination Reference Date
ERD(TST6049) FM 4470 3504.06.01-1 06/05/2001
ERD(TST6049) FM 4470 3513.08.02 08/15/2002
ERD(TST6049) FM 4470 03515.07.03 07/22/2003
ERD(TST6049) FM 4470 3519.12.03 12/22/2003
ERD(TST6049) FM 4470/4474 3522.07.04 07/28/2004
ERD(TST6049) FM 4470/4474 02843.02.05-11 02/10/2005
ERD(TST6049) FM 4470/4474 3533.01.06 01/06/2006
ERD(TST6049) FM 4470/4474 4674.11.01-1 03/21/2006
ERD(TST6049) Physical Properties 3535.10.06 10/31/2006
ERD(TST6049) FM 4470/4474 3521.07.04-R1 10/26/2007
ERD(TST6049) FM 4470/4474 02764.09.05-RI 12/10/2007
ERD(TST6049) FM 4470/4474 02762.03.05-111 12/10/2007
ERD(TST6049) Physical Properties C7290.01.08 01/16/2008
ERD(TST6049) Physical Properties C10080.09.08 09/04/2008
ERD(TST6049) FM 4470/4474 C8370.08.08-R1 10/05/2009
ERD(TST6049) FM 4470/4474 P6860.06.07-R1 09/10/2009
ERD(TST6049) FM 4470/4474 C30310.12.09 12/17/2009
ERD(TST6049) FM 4470/4474 C30560.03.10 03/18/2010
ERD(TST6049) FM 4470/4474 C31420.08.10 09/21/2010
ERD(TST6049) FM 4470/4474 C33980.12.10 12/22/2010
ERD(TST6049) FM 4470/4474 C33830.02.11 02/08/2011
ERD(TST6049) TAS 117(8),Rupture C35500.02.11 02/09/2011
ERD(TST6049) FM 4470/4474 C37820.07.12 07/24/2012
ERD(TST6049) FM 4470/4474 C37830.07.12 07/26/2012
ERD(TST6049) Physical Properties C42110.08.12 08/13/2012
ERD(TST6049) FM 4470/4474 C39670.08.12 08/20/2012
ERD(TST6049) FM 4470/4474 C42280.08.12 08/20/2012
ERD(TST6049) TAS 117(A) A35880.04.12-R1 10/26/2012
ERD(TST6049) FM 4470/4474 C44580.07.13 07/25/2013
ERD(TST6049) FM 4470/4474 C46090.11.13-A 11/20/2013
ERD(TST6049) FM 4470/4474 045620.03.14 03/27/2014
ERD(TST6049) FM 4470/4474 C46760.06.14 06/19/2014
ERD(TST6049) FM 4470/4474 047320.03.14-R1 04/01/2015
ERD(TST6049) FM 4470/4474 CTR-SC8995.10.15 10/14/2015
ERD(TST6049) FM 4470/4474 CTR-SC9935.01.16 01/14/2016
ERD(TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016
ERD(TST6049) FM 4470/4474 CTR-SC10420.01.16 01/25/2016
ERD(TST6049) FM 4470/4474 CTR-SC9175.09.16-1 09/06/2016
NEMO ETC,LLC Evaluation Report 3520.03.04-R21
Certificate of Authorization 832455 6'"EDITION(2017)FOC NON-HVHZ EVALUATION FL2533-R20
CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Revision 21:06/20/2018
Page 2 of 6
ONEMOjetc.
Enti Examination Reference Date
ERD(TST6049) FM 4470/4474 CTR-SC9175.09.16-1 09/06/2016
ERD(TST6049) FM 4470/4474 CTR-SC11590.08.16-R1 09/06/2016
ERD(TST6049) FM 4470/4474 CTR-SC12255.12.16 12/27/2016
ERD(TST6049) FM 4474 CRT-SC15775.17 09/13/2017
FM Approvals(TST1867) FM 4470 OE3A2.AM 03/30/1982
FM Approvals(TST1867) FM 4470 3WOA4.AM 03/16/1993
FM Approvals(TST1867) FM 4470 3WOA2.AM 03/17/1993
FM Approvals(TST1867) FM 4470 3WOA3.AM 03/17/1993
FM Approvals(TST1867) FM 4470 1Z4A6.AM 09/11/1996
FM Approvals(TST1867) FM 4470 3Y8A1.AM 09/30/1996
FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999
FM Approvals(TST1867) FM 4470 3009502 12/12/2000
FM Approvals(TST1867) FM 4470 3008869 03/19/2001
FM Approvals(TST1867) FM 4470 3009610 10/15/2001
FM Approvals(TST1867) FM 4470 3006025 12/28/2001
FM Approvals(TST1867) FM 4470 3012321 07/29/2002
FM Approvals(TST1867) FM 4470 3009814 09/06/2002
FM Approvals(TST1867) FM 4470 3014502 04/04/2003
FM Approvals(TST1867) FM 4470 3015444 07/11/2003
FM Approvals(TST1867) FM 4470 3014692 08/05/2003
FM Approvals(TST1867) FM 4470 3014751 08/27/2003
FM Approvals(TST1867) FM 4470 3018579 10/09/2003
FM Approvals(TST1867) FM 4470/4474 3020703 07/30/2004
FM Approvals(TST1867) FM 4470/4474 3021759 06/03/2005
FM Approvals(TST1867) FM 4470/4474 3022038 04/05/2006
FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals(TST1867) FM 4470/4474 3026128 08/04/2006
FM Approvals(TST1867) FM 4470/4474 3024311 11/01/2006
FM Approvals(TST1867) FM 4470/4474 3025766 11/13/2006
FM Approvals(TST1867) FM 4470/4474 3028410 02/19/2007
FM Approvals(TST1867) FM 4470/4474 3026964 07/25/2007
FM Approvals(TST1867) FM 4470/4474 3031262 11/30/2007
FM Approvals(TST1867) FM 4470/4474 3031199 12/23/2008
FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009
FM Approvals(TST1867) FM 4470/4474 3037127 01/11/2010
FM Approvals(TST1867) FM 4470/4474 3039848 12/02/2011
FM Approvals(TST1867) FM 4470/4474 3046104 08/13/2013
FM Approvals(TST1867) FM 4470/4474 3048520 09/19/2013
FM Approvals(TST1867) FM 4470/4474 3055491 12/05/2016
MTI(TST2508) Physical properties DX08C4A 03/22/2004
MTI(TST2508) Physical properties DX20E3A 03/22/2004
MTI(TST2508) Physical properties DX20E3A-001 01/04/2006
MTI(TST2508) Physical properties AX31G8A 08/21/2008
MTI(TST2508) Physical properties AX31G8D 09/05/2008
MTI(TST2508) Physical properties AX31G8F 06/05/2009
MTI(TST2508) Physical properties AX21G8C 01/28/2011
PRI(TST5878) Physical Properties CTC-032-02-01 01/16/2008
PRI(TST5878) Physical Properties CTC-034-02-01 11/24/2008
PRI(TST5878) Physical Properties CTC-066-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-067-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-068-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-070-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-071-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-093-02-01 08/08/2011
PRI(TST5878) Physical Properties CTC-116-02-01 04/03/2012
PRI(TST5878) Physical Properties CTC-183-02-01 10/04/2013
PRI(TST5878) Physical Properties CTC-259-02-01 12/11/2015
UL,LLC.(QUA9625) Quality Assurance Service Confirmation,R11656 03/09/2017
NEMO ETC,LLC Evaluation Report 3520.03.04-R21
Certificate of Authorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL2533-1120
CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Revision 21:06/20/2018
Page 3 of 6
ONEMOJetc.
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Flintlastic®Modified Bitumen Roof Systems installed in accordance with CertainTeed
Corporation published installation instructions and the Limitations / Conditions of Use herein. The following
CertainTeed products make up the subject systems.
TABLE 1:ROLL-GOODS FOR FLINTLASTIC'D MODIFIED BITUMEN ROOF SYSTEMS
TYPE PRODUCT SPECIFICATION
REFERENCE GRADE TYPE
Flintlastic•SA NailBase ASTM D4601 N/A II
Glasbase'"Base Sheet ASTM D4601 N/A II
All Weather/Empire-Base ASTM D4601 N/A II
Base Sheets Flexiglas'"Base ASTM D4601 N/A II
Flintlastic'"Base 20 ASTM D4601 N/A II
Flintlastic Poly SMS Base Sheet ASTM D4601 N/A II
Yosemite®Venting Base ASTM D4897 N/A If
Ply Sheets Flintglas®Ply 4 ASTM D2178 N/A IV
Flintglas®Premium Ply 6 ASTM D2178 N/A VI
Flintlastic°APP Base T ASTM D6509 N/A N/A
Base/Ply Membranes(APP) Flintlastic°STA ASTM D6222 S I
Flintlastic®STA Plus ASTM D6222 S I
Flintlastic®STA ASTM D6222 S I
Flintlastic•STA Plus ASTM D6222 S I
Cap Membranes(APP) Flintlastic®GTA ASTM D6222 G I
Flintlastic®GTA CoolStarTM ASTM D6222 G I
Flintlastic®GTA-FR ASTM D6222 G I
Flintlastic®GTA-FR CoolStarTM ASTM D6222 G I
Flintlastic'SA PlyBase ASTM D1970 N/A N/A
Black Diamond•Base Sheet ASTM D1970 N/A N/A
Flintlastic SA Mid Ply ASTM D6163 S I
Base/Ply Membranes(SBS) Flintlastic'Ultra Glass SA ASTM D6163 S I
Flintlastic'Base 20 ASTM D6163 S I
Flintlastic'Base 20 T ASTM D6163 S I
Flintlastic Ultra Poly SMS Base Sheet ASTM D6164 S I
Flintlastic FR Dual Cap ASTM D6162 G I
Flintlastic'SA Cap FR ASTM D6163 G I
Flintlastic SA Cap FR CoolStarTM ASTM D6163 G I
Flintlastic Cap 30 ASTM D6163 G I
Flintlastic Cap 30 CoolStarTM ASTM D6163 G I
Flintlastic*FR Cap 30 ASTM D6163 G I
Flintlastic"FR Cap 30 CoolStarTM ASTM D6163 G I
Flintlastic FR Cap 30 T ASTM D6163 G I
Flintlastic"FR Cap 30 T CoolStarTM ASTM D6163 G I
Flintlastic`SA Cap ASTM D6164 G I
Cap Membranes(SBS) Flintlastic SA Cap CoolStarTM ASTM D6164 G I
Flintlastic FR-P ASTM D6164 G I
Flintlastic FR-P CoolStarT" ASTM D6164 G I
Flintlastic GMS ASTM D6164 G I
Flintlastic GMS CoolStarTM ASTM D6164 G I
Flintlastic GTS ASTM D6164 G II
Flintlastic GTS CoolStar`" ASTM D6164 G II
Flintlastic`GTS-FR ASTM D6164 G II
Flintlastic GTS-FR CoolStarTM ASTM D6164 G II
Flintlastic'Premium FR-P ASTM D6164 G II
Flintlastic'Premium FR-P CoolStar- ASTM D6164 G II
NEMO ETC,LLC Evaluation Report 3520.03.04-R21
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL2533-R20
CertainTeed Flintlastic*Modred Bitumen Roof Systems;(610)651-5847 Revision 21:06/20/2018
Page 4 of 6
ONEMOletc.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEM01etc. 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 HVHZ jurisdictions.
5.3 Refer to a current UL 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.
NEMO ETC,LLC Evaluation Report 3520.03.04-R21
Certificate of Authorization X32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL2533-R20
CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Revision 21:06/20/2018
Page 5 of 6
ONEMOletc.
6, INSTALLATION:
6.1 Flintlastic® Modified Bitumen Roof Systems shall be installed in accordance with CertainTeed Corporation
published installation instructions,subject to the Limitations/Conditions of Use 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.
BUILDING7. •
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
S. MANUFACTURING PLANTS:
Contact the named CIA entity for manufacturing facilities covered by F.A.C.Rule 611320-3 QA requirements.
QUALITY9.
UL, LLC.—QUA9625;(414)248-6409,karen.buchmann@us.ul.com
-THE 57-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report 3520.03.04-R21
CertijicoteofAuthorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL2533-R20
CertainTeed Flintlastic•Modified Bitumen Roof Systems;(610)651-5847 Revision 21:06/20/2018
Page 6 of 6
T
ONEMOjetc.
TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Roof Cover(Note 14) MDP
No. (Note 1) Base Fasteners Attach Ply Cap (Psf)
SELF-ADHERING SYSTEMS:
9-inch o.c.at min.3-inch lap and 12-inch o.c.in
W-51 Min.15/32-inch plywood at Flintlastic SA NailBase Simplex MAXX Cap two(2),equally spaced,staggered center rows; (Optional)SBS- SBS-SA -45.0`
max 24-inch spans Stress plates shall be primed with FlintPrime SA
(ASTM D41)primer.
Min.15/32-inch plywood at Min.1-inch long,12 ga.Simplex 6-inch o.c.at min.2-inch lap and 5-inch o.c.in (Optional)SBS-
W 52 max 24-inch spans Flintlastic SA NailBase Metal Cap Nails four(4),equally spaced,staggered center rows SA SBS-SA 52.5
Min.19/32-inch plywood at 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at min.2-inch lap and 8-inch o.c.in
W-53 Flintlastic SA NailBase with 11 ga.annular ring shank three(3),equally spaced,staggered center (Optional)SBS-
max.24-inch spans SA SBS-SA -52.5
nails rows
32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at min.2-inch lap and 8-inch o.c.in
W-54 Min.19/32-inch plywood at Flintlastic SA NailBase with 11 ga.annular ring shank three(3),equally spaced,staggered center (Optional)SBS-
max.24-inch spans SA SBS-SA -60.0
nails rows
8-inch o.c.at min.3-inch lap and 8-inch o.c.in
W-55 Min.15/32-inch plywood at Flintlastic SA NailBase Simplex MAXX Cap three(3),equally spaced,staggered center (Optional)SBS- SBS-SA -67.5
max 24-inch spans rows;Stress plates shall be primed with SA
FlintPrime(ASTM D41)primer.
32 ga.,1-5/8-inch dia.tin caps
W-56 Min.19/32-inch plywood at Flintlastic SA NailBase with 11 ga.annular ring shank 6-inch o.c.at min.2-inch tap and 6-inch o.c.in (Optional)SBS- SBS-SA -75.0
max 24-inch spans four(4),equally spaced,staggered center rows SA
nails
Cap nails:1-inch diameter,
Min.15/32-inch plywood at 0.032-inch thick metal cap with 7-inch o.c.at min.4-inch laps and 7-inch o.c.in (Optional)SBS-
W 57 max 24-inch spans Flintlastic SA NailBase 0.120"shank diameter,annular five(5),equally spaced,staggered center rows SA SBS-SA 75.0
ring shank nails
32 ga.,1-5/8-inch dia.tin caps
Min.19/32-inch plywood at Flintlastic SA NailBase with 11 ga.annular ring shank 4-inch o.c.at min.2-inch lap and 4-inch o.c.in (Optional)SBS-
W-58 SBS-SA -105.0
max 24-inch spans nails four(4),equally spaced,staggered center rows SA
HYBRID SYSTEMS:
Glasbase;Flexiglas;Flintlastic
32 ga.,1-5/8-inch dia.tin caps
Min.19/32-inch exterior grade Base 20;All Weather/Empire 9-inch o.c.at 4-inch lap and 12-inch o.c.in two SBS-AA,SBS-TA
W-59 I wood at max.24-inch spans Base;Poly SMS Base;Ultra Polywith 11 ga.annular ring shank SBS-SA-H 45.0`
Py P y nails (2),equally spaced,staggered center rows or APP-TA
SMS Base
Glasbase;Flexiglas;Flintlastic
W-60 Min.15/32-inch plywood at Base 20;All Weather/Empire Min.1-inch long,12 ga.Simplex 6-inch o.c.at 3-inch lap and 6-inch o.c.in four SBS-AA,SBS-TA
max 24-inch spans Base;Poly SMS Base;Ultra Poly Metal Ca Nails SBS-SA-H -52.5
p y y p (4),equally spaced,staggered center rows or APP-TA
SMS Base
NEMO ETC,LLC Evaluation Report 3520.03.04-R21 for FL2533-R20
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:06/20/2018
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic*Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 13 of 57
CertainTeed
0
Application Handbook - Third Edition
An educational program
for professional roofing contractors
a
c,
IP
}
SAINT-GOBAIN
• r
r
All roofs shall have an overflow system adjacent to drains or scuppers to
collect and direct water off the roof should one or more water collection
device fail. Overflows are required by most local building codes and should
be incorporated into any roof design.
Substrate Preparation
All surfaces to which the Flintlastic modified bitumen is to be installed must
be smooth, dry, free from dust or debris, free from settling or distortion, and
free from cracks, knotholes, or other defects.
Primer
Concrete decks must be properly primed with suitable asphalt primer
(meeting ASTM D-41) and the primer must be thoroughly dry.
FlintPrime SA, water-based primer is recommended when installing
self-adhering systems.
Metal flashings must also be primed with a suitable asphalt primer for
metal, and primer must be thoroughly dry and any solvents evaporated
prior to application of membrane flashing.
Base Sheet Application
In new construction or re-roofing applications, an appropriate CertainTeed
base sheet must be installed over the substrate. Unless otherwise
specified, base sheet must be overlapped min. 4" at endlaps and 2" at
sidelaps. For mechanical attachment of the base ply on insulated steel
substrates, the base sheet at a minimum may be fastened with approved
fasteners 12" o.c. on 4" side laps and 18" o.c. in two staggered rows in the
field of the sheet 12" in from the edge.
For nailable substrates, base sheet must be mechanically fastened in
accordance with NRCA standards (fasteners placed every 9" o.c. at
sidelaps and every 18"
o.c. in two staggered
rows in the field of the
sheet; the two stag-
gered rows are placed
12" from each sidela
For non-nailable sur-
faces, spot mopping A
with hot asphalt at the
minimum rate of one
,..e
12" circle every 24" o.c.
in all directions, using
appropriate type
asphalt at the
11
r
Excessive, prolonged heating of asphalt can have a detrimental effect on
the integrity of the product. Additionally, excessive heating of asphalt poses
a serious flash or fire hazard. Refer also to the "Safety" section beginning
on page 52 of this handbook for more information.
The following chart shows guidelines for heating of asphalt by type (Type III
and IV):
NRCA published guidelines regarding heating
and slope restrictions for mopping grade roof asphalt
ASTM D312 Type Mopping Temp. Heating Temp. Maximum Slope*
Type III 425° F+/-25°F 500T 51..
Type IV 425° F+/-25°F 500T s 3"
"CertainTeed recommends use of Type IV asphalt for Interply moppings regardless of slope
Cold Adhesive Application
FlintBond SBS modified bitumen adhesive shall be used to apply Flintlastic
SBS modified bitumen membranes, Flintglas Cap sheets and coated base
sheets. FlintBond shall not be used with APP and SBS modified bitumen
membranes designed for torch applications or Flintglas ply sheets.
� s
ori �
C� *
Flintlastic GMS can be applied using FIIntSond SBS Modified Bitumen adhesives
(squeegee method shown)
Strict attention must be paid to weather and climate limitations, application
method and technique, curing time, application rates (gallons/100 ft2),
handling and storage. These requirements are outlined in the technical data
sheets. Proper squeegee or spray equipment must be used. Do not use
modified bitumen adhesives in areas without proper ventilation.
31
Membrane application requirements such as endlap and sidelap widths,
number and order of plies and flashing details are the same for both hot
and cold applications.
Interply or Mid-ply Application
If the Flintlastic SBS modified bitumen specification calls for interply layers,
begin membrane application by unrolling the roll and aligning the sidelaps.
Re-roll the roll halfway. Standing on the unrolled portion to prevent shifting,
begin hot asphalt application* to the substrate at the rate of 25 lbs./100 ft2.
Do not apply asphalt more than 6' in front of the roll at any time to prevent
premature cooling. Overlap subsequent rolls with appropriate sidelaps and
endlaps as specified in the CertainTeed Commercial Roof Systems Manual
for the Flintlastic SBS modified bitumen product being used.
Cap Sheet application
Begin Flintlastic SBS modified bitumen membrane cap sheet application by
unrolling the roll and aligning the sidelaps. Re-roll the roll halfway. Standing
on the unrolled portion to prevent shifting, begin hot asphalt application*
to the substrate at the rate of 25 lbs./100 ft2. Do not apply asphalt more
than 6' in front of the roll at any time to prevent premature cooling.
C3`.
f '
Overlap Flintlastic Cap sheet endlaps a min(mum of 6'
(Note: cut endlap corners as shown on page 20)
Overlap subsequent rolls with 3" sidelaps and 6" endlaps. Cap sheet
sidelaps must be staggered from the interply sidelaps. Endlaps must be
staggered a min. of 3' apart.
32
Vent pipes
After installing the base sheet, position a piece of smooth Flintlastic
membrane and mark the dimensions of the vents. Cut a hole corresponding
Lead Stee,,K
a., with P,irtred
Flange
F-lastung ,.r. vim, 4C
Compound
no0,f
Deck
Vent pipe detail, hot asphalt applications
to the pipe size so that a snug fit is achieved. The membrane piece must
be large enough to extend a minimum of 4" beyond the outside edge of the
vent flange in all directions. Secure the membrane strip using hot asphalt
or SBS modified bitumen flashing adhesive and press into place. Install the
vent pipe collar, properly fastened. Install the Flintlastic SBS membrane.
Use modified bitumen flashing adhesive to seal the base of the vent pipe
where the field membrane ends.
primed
Lead Flange
FIRS ling
COM and
or s. Plumbing
Hot Asphalt Vent Stack
1P 4?1
Roof
Deck
G \
Alternate detail, lead pipe flashing
37