HomeMy WebLinkAbout13-14692 CITY OF ZEPHYRHILLS �
5335-8TH STREET
' (si3)�so-oo20 14692
BUILDING PERMIT
Permit Number: 14692 Address: 6701 DAIRY RD
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0010-03900-0060
Improv. Cost: 6,860.00
Date Issued: 11/07/2013 Name: FLORIDA SENIORS PROPERTIES INC
Total Fees: 105.00 Address: 6701 DAIRY RD
Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542
Date Paid: 11/07/2013 Phone:
Work Desc: REROOF RUBBER
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FINAL ( � ���
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site t) plans not at job site g)work not accessible.
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, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your pro . If you intend to obtain fnancing,consult with your lender or an attorney
re rding your notiae of commencement."
Complete Plans,Specifi ons Must ccompany Application.All work shall be pertormed in accordance with
' C and Ordinances. NO OCCUPANCY BEFO C.O.
�1�0�
TRAC OR SIGNATURE PERMIT OFFI R
, PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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� 2013179303
PE�rmrt No Parcel ID No�Z' �� 2i � ���b -�3 I� �dU�
NOTICE OF COMMENCEMENT �
State of ��'�R/ �� County of ��'ys�'O
TI1E UNDERSIGNED hereby gives notfce that improvement will be made to certafn real property, and in accordance with Chapter 71�, Florida Statutes
1he following information is provided in this Notice of Commencement:
t Description of PropeRy Parcel identification No. 2��_1 ' �h�(� - O�b� - 6bl�d �
Streel Address ��i �1J1, < <� L �^
2 General pescription of Improvement /��ROa F ^
3 Owner Information or Lessee information If the Lessee contracted(or the improveme t: �� �^
��c�c� � ^
�,2�1 Eas��o Dc-. � � c6
Addrass City State
Interest in Property� Rcpt:1557353 Ree: 10.00
Name of Fee Simple Titleholder IfA DS: 0.00 IT: 0.00
(If different from Owner listed above) 10/18/13 L. Korb, Dpty Clerk
Address �� �. `� City � Slate
a Contracror 1
� a e � — } ` .�
Address ����^ �5�b�_ City ' State
Contractor's Telephone No , ��•
PRULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER
_� Surery �� ' 10/18/13 11:12am 1 of 1
Name OR BK ��4� PG 32��+
Address City State
Amount of Bond� $ ___, Telephone No,• � _
f> l.ender �A � _ _
Name �
Address Ci�y T— Slate
Lender's Telephone No
Persons within the State of Florida designated by the owner upon whom notices or other docum?n!s may be serv�d as provided by
Section 713 13(1)ja)(7), Florida Statutes
^�� �
Name ' ^
Address City 5tate
Telephone Number of Designated Person: , ______
3 In addition to himseif, the owner designates �� _of,___
to receive a copy of the Lienor's Notice as provided in Section 713 13(1)(�), Florida Statutes
Telephone Number of Person or Entity Designated by Owner: , _T__
9 Exp�ration date of Notice of Commencemenl (the expiiation date may not be before the completion of construclion and final payment ro the
contraclor,but will be one year from the date of recording unless a different date is specifled):
WARNING TO OWNER. ANY PAYMENTS MADE BY TNE OWNER AFTER THE EXPIRATION OF THE NOTICE OF OMMENCEME:N'
ARE GONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FI.ORIDA STA�UTES, AND Ct�N
RESU�T IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENC�MENT P�UST BE
RECOROED AND POSTED �N THE JOB SITE BEFORE THE riRST iNSPEvTiON. IF YOI; �NTEtvD TO OBTAfN FIN NCING, C;UNSUL�
w�rH vpUR�ENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORQING YOUR NOTICE OF COM�IENCEM�NT
Under penalty of perjury, I declare that I have read the foregoing notice of co enceme that the facts stated therein�are true to the besi
of my knowiedge and beliet ,
S1ATE OF FLOF�IDA /��f/
COUNTY OF PASCO ����'
Signat of Owner or Lessee, or Owner's or Lessee's Authorized �
Offi r irector/Partner/Manager '
✓CG[ �<<S i�'e-s�
Siqnatory'e Titie/Offir,�
The (oregoing instrumont was acknowledged befor e this 1 1 _day of�_,20V by ���_�`{-��___ _
as �1'C� S Q/1P(\ (t�tpe of autho ' ,�s.g., officer,trusteej attorney in fact� fo�
_ (nam of party o If�--/�sinstrument Iroas er,ecuted�
Personally Know�OR Produced Identification❑ Notary Signature ___
Type ot Identification Produced Name(Print)
; — -
MARY JO IMMflIA
; ;�` Notary PubflC•1qN of'lor�d�
h ',y • My Comm,Expl�n JM�,DQ11
•Commlaelon N E!�e:�ea
Ffl ♦
� '�"`' 6oINkdThrouph NetI0e11 NOtlry A�Rr ;
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* ' �� * �TATE QF r"LpRIDA,COiJIVTY OF PASCO
�c ;�8j`� �* �H;S I�TO C�R i IrY 7HAi�i'HE FORcGOiNG ISA
T�UE�1ND CO�RECT COPY OF THE DOCUMENT
��:�D'��g�`;���.�"�� 01� FILE OR OF PUBLIC RECORD iN THIS OFFICE
°' - ' WIT ES MY NF,ti�AND OFFICIAL SEAL THIS
_��.AY OF � '�...�_2 C1' L3
PAULA S G'NciL, CL -RK&COMPTROLLER
;;Y�-zt�r�. "-_t``�PUTY CLERK
� �
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
r 7 �i
Contractor/Homeowner: �- �� � +--�'-���
� ---
Date Received: � -- ' 3
S�te: � �� � � �
Permit Type: 1�� � ��..+�1--
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: D
This comment sheet shall be kept with the permit and/or plans.
/�"�� ��
Kalvin Swrtzer— lans aminer Date Contractor and/or Homeowner
(Required when comments are present)
si��aaoo2o City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
' Date Received
, Phone Contact(or PermiW —
�rrTT rr r r i�r
Ownefs Name Florida Seniors Properties,Ina/Doug Klinowski pwner Phone Number
Owners Address 829 Eastwood Dr.,GOlde►t,Co 8041 pwner vr�one Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Addmss
JOBADDRESS 6701 DairyRoad �or# �
sue�iv�sioN � � PARCEL IDA 02-26-21-0010-03900-0060
�aenu�Fno�t raoveatr rnx Nonce�
WORK PROPOSED B NEW CONSTR 8 ADD/ALT Q SIGN Q � DEMOLtSH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK Re-Roof
BUILDING SIZE SQ FOOTAGE� HEIGHT �
QBUILDING $ VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER COMPANY 7►�� �
SIGNATURE "� REGISTERED Y/ N �cu n Y/N
,e,dd,� 30 reto Drive,Port Richey,FL 34668 �;�„�# CCC 1328842
�
ELECTRICIAN COMPANY
SIGNATURE RE('a1S7ERED Y/ N FEE CURRE� Y/N
Address License# �--�
PLUMBER COMPANY
SIGNATURE �cis�o Y! N �c�n Y!N
Address V��#
MECHANICAL COMPANY —�
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License# �—�
OTHER � COMPANY
SIGNATURE �cis�� Y/ N F�cuar�n Y/N
Address License* ��
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Pertnit for new constructlon,
Minimum ten(10)working days aRer submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Pertnit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of 8uilding Plans plus a L'rfe Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construdion Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Pertnit for all new projects.All commercial 2quirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY iequired for all NEW constnrction.
D�rections:•
Fill out application completety
Owner&ConUador sign back of applicatlon,noWrized
If over i2500,a Notice of Commencement is required. (NC upgrades over j7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs ff shingles Sewers Service Upgredes A/C Fences(PIoVSurvey/Footage)
Driveways-Not over Counter ff on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed'restrictions"
' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
' applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Divisior�Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County
TRANSPORTATION IMPACT/U7ILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy'or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco Couniy Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I
certiTy that I, the applicant, have been provided with a copy of the "Florida Constniction Lien Law—HomeoNmer's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",1 certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a pertnit and that all work will be pertormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies inGude but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WateNWastewater Treatment.
- Southwest Florida Water Management Distrid-Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Rurnvays.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,1 certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I urxlerstand that a separate permft may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically inGuded in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)cor�secutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT Y RESUL IN YOUR
PAYING T1MCE FOR IMPROVEMENTS O YOUR PROPERTY. IF YOU INTEND TO OBTA1 INANCI ,CON3ULT
WITH Y UR LENDER ATTOR CORDING YOU TIC F CO
FLORIDA JURAT(F.S.11 3
/�
OWNER OR AGENT CONTRACTOR
Su 'b and swom o re this ub 'b d and ( r ed) efore me his `
by y
Who s! perso kn to me or has/have produced Who� a p onaly known io me or ha ave produced
as iden'M�cation. as identification.
� •
ary Public otary Public
Comrr�i . Commission No.
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Nam 3d ry .{8��t gr,��� xpires Ja112,ZQ�� Name of Notary ryped,p r ' My Comm.Ex 1(QS
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10/28/2013 9: 09:45 AM —0400 POWERED BY ORCAFAX PAGE 2 OF 21
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�Dro�osaf ��-�d ������3
�Lic CGC1514332 � � �
Lic CCC1328842 ��� � ROOFING&GENERAL CONTRAC"
ESTABLISHED I
�SIGNATURE' �727� �.2-5��
8530 Oreto Drive (352) 547-40�
Port Richey, FL 34668 RO O F I N G Fax: (727) 474-0(
PROPOSAL SUBMITTED TO PHONE DATE
Westbrooke Manor Assisted Livin Dou 7/15/2013
STREET JOB NAME
6701 Dair Road Re-Roof Flat Deck at Front Ent
CITY JOB LOCATION
STAT ZIP E- AIL
FL 33544 .. �' • i��td► � ( � ,
We hereby submit specifications and estimates for•
Prepared by: Joe Matissek Cell Phone: 727-514-221
Provide proof of all required licenses and insurances.
Obtain permit and record Nipfiice v�CQmmencement as required by county.
Remove existing flat roof at Front Entry.
Replace any rotted wood and paint to match existing.
Install peel &_seal uriderlayment.
Install new drip edge.
Install torchdown system.
Tie in to shingie roof(to match as close as possible)
ACCESS: Customer agrees to allow access to the property and realizes that heavy equipment is being used. ContraPC�er shall not be liable
for,without limitation,damage to driveways,sidewalks,lawns,sprinkler systems,gardens,septic systems and any other structures as a
result of rooftop or job deliveries.Damage shall be brought to the attention of the Contractor prior to the time of payment for the roof. If
Customer fails to notify Contractor of said damage within 5 working days of occurrence,they shall waive all rights against Contractor
concerning said damage.
PAYMENT DUE UPON COMPLETION
'Cbe�Oro�oSe - hereby to furnish material and labor- complete in accordance with above specifications, for the sum c
SiY Thousand Eight Hundred Sixty dollars($ $6,860.00 ).
All material is guaranteed to be as specified.All work to be completed is a workmaR Authorized %���i
like manner according to standard practices.Any alterations or deviation from above �/J
specifications involving extra costs will be executed only upon written orders, a�d Signature
will become an extra charge over and above the estimate.All agreements contingent
upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and
other necessary insurance.Our workers are fully covered by Workmen's Compensa Note: This proposal may be � O
t�o�i"S"�a�°e. withdrawn by us if not accepted within da�
?�GG¢�tCiriG¢Of�DY0�05Ci� - The above proces,specifications
and conditions are satisfactory and are hereby accepted.You are Signature
authorized to do the work as specified.Payment will be made as
outlined above.
Date of Acceptance: Signature
10/28/2013 9: 09: 45 AM —0400 POWERED BY ORCAFAX PA�E 15 OF 21
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TRINITY E��
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have
demonstrated compliance with the following sections of the 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
1507.2.3, 1507.3.3, 1507.5.3, Physical Properties ASTM D226 2006
1507 7.3, 1507.8.3, 1507.9.3
1507.2.4, 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001
1507.5.3
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2002
1504.6 Accelerated Weathering ASTM G154 2005
1504.6 Accelereted Weathering ASTM G155 2005
1504.3.1 Wind Uplift FM 4474 2004
1507.3.3 Installation Prectice FRSA/TRI 07320 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entitv Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 O1/12/2000
PRI (TST 5878) Physical Properties PRI01111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002
PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003
PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 OS/12/2006
PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRI (TST 5878) Physical Properties PUSA-O55-02-02 12/10/2007
PRI (TST 5878) Physical Properties PUSA-061-02-02 O1/28/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX20H7A 04/O1/2008
MTI (TST 2508) Physical Properties RX14E8A O1/29/2009
ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000
ERD(TST 6049) Wind Uplift 11776.06.02 O1/16/2003
ERD(TST 6049) Physical Properties 02200.07 03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01 07 O1/04/2007
ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
ERD(TST 6049) Wind Uplift P30540.11.09-R1 il/30/2009
ERD(TST 6049) Physical Properties P11030.11 09-1 11/30/2009
ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 SO/19/2011
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ICC-ES(EVL 2396) IBC Compliance ESR-1697 09/O1/2012
Miami-Dade(CER 1592) HVHZ Compliance NOA 12-0713.02 02/14/2013
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certificate ofAuthorization#9503 FL5259-R18
Revision 13: 04/26/2013
Page 2 of 10
TRII�IIT1� ��Q
Entitv Examination Reference Date
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC. (QUA9625) Quality Control Service Confirmation Exp. 08/08/2015
4. PRODUCT DESCRIPTION:
4.1 Mechanicallv Fastened Underlavments:
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced, SBS modified bitumen base sheet.
4.2 Self-Adherina Underlavments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber
reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, with an aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU is a nominal 100-mil thick rubberized asphalt waterproofing membrane, glass fiber
reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-
fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a
170 g/mz polyester fabric surface; meets TAS 103.
4.2.7 Polyflex SAP, PolyFlex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet
(FR) are a polyester reinforced, APP modified bitumen cap sheets.
4.2.8 Dual Pro"" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane,
fiberglass reinforced, with a polyester fabric surface.
4.2.9 Tile Pro'"' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane,
fiberglass reinforced, with a polyester fabric surface.
4.3 Mechanicallv Fastened and/or Bonded Underlavments•
4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap
sheets.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets.
5. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Polyglass 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 AH) for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Allowable roof covers applied atop the underlayments are as follows:
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-Ri3
Certifcate of Authorization#9503 FL5259-R18
Revision 13: 04/26/2013
Page 3 of 10
Tf�ll'�IIT'Y' ERC?
Table 1: Roof Cover Options
Asphalt Foam-On WO°d
Underlayment Shingles Nail-On Tile T11e Metal Shakes& Slate
Shingles
Elastobase Yes Yes No Yes Yes Yes
Elastobase P Yes Yes No Yes Yes Yes
Polystick MTS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU Yes Yes See SS4 1 No Yes Yes
Polystick TU P Yes Yes See 554.1 No Yes Yes
Polystick TU Plus Yes Yes See 554.1 Yes Yes Yes
Polystick TU Max No Yes See 554 1 No No No
Dual Pro Yes Yes No Yes Yes Yes
Tile Pro Yes Yes See 554.1 Yes Yes Yes
Elastoflex S6 G Yes Yes See 554.1 No Yes Yes
Elastoflex 56 G FR Yes Yes No No Yes Yes
Polyflex G Yes Yes See 554 1 No Yes Yes
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes See 554 1 No Yes Yes
Mule-Hide SA-APP Cap Sheet yes Yes Yes No Yes Yes
or SA-APP Cap Sheet(FR) See 5 4 1
5.4.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile
adhesion / long term aging data from an accredited testing laboratory is provided.
;- Polyfoam PolyPro AH160: Polystick TU, Polystick TU P, Polystick TU Plus, Elastoflex 56
G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide
SA-APP Cap Sheet (FR) or Tile Pro.
➢ 3MT"' 2-Component Roof Tile Adhesive AH-160: Polystick TU Max
> Dow TileBond: Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Y Convenience Products' Touch 'n Seal StormBond Roof Tile Adhesive: Polystick TU
Plus, Polystick TU Max
5.4.2 For nail-on tile systems over Polystick MTS, battens are required for loading / staging of the
tile.
5.4.3 A 2-ply underlayment system, consisting of Polystick MTS followed by Polystick MTS, TU, TU
P, TU Plus or TU Max, or Polyflex SAP is allowable for use under mechanically attached
prepared roof systems. This is not a requirement, but is allowable if a 2-ply underlayment
system is desired.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certificate of Aulhorization�9503 FL5259-R18
Revision 13: 04/26/2013
Page 4 of 10
TR�I�JITY ERC?
5.5 Allowable substrates are noted below:
5.5.1 Direct-Bond to Deck:
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap
Sheet or SA-APP Cap Sheet (FR) self-adhered to:
➢ New untreated plywood;
➢ ASTM D41 primed new untreated plywood;
3- Existing plywood;
➢ ASTM D41 primed existing plywood;
➢ New or existing, unprimed OSB;
Y ASTM D41 primed OSB;
'v Southern Yellow Pine;
Y ASTM D41 primed Southern Yellow Pine;
L ASTM D41 primed structural concrete;
y Huber Engineered Woods"ZIP System"Panels (designed and installed to meet wind loads for project).
Note: Polyg/ass does not require priming of new or existing plywood or OSB sheathing. New
or existing p/ywood or OSB sheathing should be cleaned of alI dirt and debris prior to
application of Polystick membranes.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or G FR torch-applied to:
y ASTM D41 primed structural concrete.
5.5.2 Wind Resistance for Underlavment Systems in Foam-On Tile Apnlications: FRSA/TRI 07320
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 underlayment systems that are not addressed in FRSA/TRI 07320 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. Refer to FBC 1609.1.5 for determination of
design wind pressures.
5.5.2.1 Maximum Design Pressure = -622 5 �sf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: ASTM D41
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-
applied.
5.5.2.2 Maximum Design Pressure = -315 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: ASTM D41
Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro,
Polyflex SAP, PolyFlex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide
SA-APP Cap Sheet (FR).
5.5.2.3 Maximum Desian Pressure = -135 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR,
Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR)
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certifcate ofAuthorization#9503 FL5259-R18
Revision 13: 04/26/2013
Page 5 of 10
TRINITY ERD
5.5.2.4 Maximum Desian Pressure = -90 osf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR,
Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR)
5.5.2.5 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems
carry a Maximum Design Pressure of-45 psf.
5.5.3 Bond-to-Insulation:
r Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)
self-adhered to: ASTM C1289, Type II, Class 1 polyisocyanurate or Type V
polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or
SECUROCK Gypsum-Fiber Roof Board.
➢ Elastoflex S6 G or S6 G FR in hot asphalt to: DensDeck Prime or SECUROCK Gypsum-Fiber
Roof Board.
➢ Polyflex G or G FR torch-applied to: ASTM D41 primed structural concrete; DensDeck
Prime or 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, insulation attachment shall be
designed by a qualified design professional and installed based on testing of the
insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114,
Appendix J.
5.5.4 Bond to Mechanicallv Attached Base Layer:
y Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)
Dual Pro or Tile Pro self-adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase
P or Mule-Hide Nail Base.
i- Elastoflex S6 G or S6 G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase;
Elastobase P or Mule-Hide Nail Base.
Y Polyflex G or G FR torch-applied to: Elastobase; Elastobase P or Mule-Hide Nail Base.
For installations under mechanically attached prepared roof coverings, base layer shall be
attached per minimum codified requirements. For installations under foam-on tile systems,
base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120.
5.6 Exposure Limitations:
5.6.1 Elastobase, Elastobase P, shall not be left exposed for longer than 30-days after installation.
5.6.2 Polystick IR-Xe, Polystick TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than
90-days after installation.
5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after
installation.
5.6.4 Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not
have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile, in
which case the maximum exposure is 30 days.
5.6.5 Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless
the prepared roof covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G), in which
case the maximum exposure is 180 days.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certifcate ofAuthorization#9503 FL5259-R18
Revision 13: 04/26/2013
Page6of10
TRINITY E�D
5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief
titled "Florida High Wind Roof Tile Self-Adhered Underlayment Requirements as of
02/14/2011"for limitations for self-adhering underlayments used beneath tile roof systems.
Table 2:Tile System Options per FRSA/TRI 07320/8-OS
System uOptionY Section Reference �5�
Product
3.02A
1 Batten Modified Cap Sheet Elastoflex 56 G or Elastoflex S6 G FR, PolyFlex G or G FR
only
No. 30/Modified Cap Base Layer• Elastobase, Elastobase P
Svstem One z 3.�zg Sheet Top Layer• Elastoflex 56 G or Elastoflex 56 G FR, PolyFlex G or G
Mechanically FR
Fastened Tile, 4 3.02D No. 30 Elastobase, Elastobase P
Unsealed or Polystick MTS,TU,TU P;TU Plus,TU Max, PolyFlex SAP or SAP
Sealed 5 3.02E Self-Adhered FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),
Underlayment Underlayment Dual Pro,Tile Pro
System
Base Layer ASTM D226,Type II, Elastobase; Elastobase P;
No. 30/Self-Adhered Mule-Hide Nail Base
6 3.02F Underlayment Top Layer• Polystick MTS,TU,TU P;TU Plus;TU Max; PolyFlex
SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap
Sheet(FR), Dual Pro;Tile Pro
3.02A
1 Batten Modified Cap Sheet Elastoflex S6 G or ElastoFlex 56 G FR, Polyflex G or G FR
only
No.30/Modified Cap gase Layer• Elastobase,Elastobase P
Svstem Two 2 3.02B Sheet Top Layer• Elastoflex 56 G or ElastoFlex S6 G FR, PolyFlex G or G
Mecha�ically FR
Fastened Tile, Polystick TU,TU P;TU Plus;TU Max; Polyflex SAP or SAP FR,
Sealed 4 3.02D Self-Adhered Mule-Hide SA-APP Ca Sheet or SA-APP Ca Sheet FR Dual
Underlayment Underlayment P P � ).
System
Pro,Tile Pro
Base Layer•ASTM D226,Type I[, Elastobase, Elastobase P;
No.30/Self-Adhered Mule-Hide Nail Base
5 3.02E Underlayment Top Layer• Polystick TU,TU P;TU Plus,TU Max, PolyFlex SAP or
SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)
Dual Pro,Tile Pro
1 3.02A Modified Cap Sheet Elastoflex S6 G or Polyflex G
No.30/Modified Cap Base Layer• Elastobase;Elastobase P
Svstem Four"A" z 3'�zg Sheet Top Layer� ElastoFlex S6 G or PolyFlex G
Adhesive-Set Tile, 4 3.02D Self-Adhered Polystick TU,TU P,TU Plus,TU Max, Polyflex SAP or SAP FR,
Unsealed or Underlayment Tile Pro; Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)
Sealed
Underlayment Base Layer•ASTM D226,Type II, Elastobase, Elastobase P;
System No.30/Self-Adhered Mule-Hide Nail Base
5 3.02E Underlayment Top Layer• Polystick TU,TU P;TU Plus,TU Max; PolyFlex SAP or
SAP FR,Tile Pro, Mule-Hide SA-APP Cap Sheet or SA-APP Cap
Sheet(FR)
1 3.02A No.30/Modified Cap Base Layer•ASTM D226,Type II, Elastobase, Elastobase P
Sheet Top Layer• Elastoflex 56 G or Polyflex G
Svstem Four"B" 3 3.02C Self-Adhered Polystick TU,TU P,TU Plus;TU Max,Polyflex SAP or SAP FR,
Adhesive-Set Tile, Underlayment Tile Pro, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)
Sealed Base layer•ASTM D226,Type II, Elastobase, Elastobase P,
Underlayment Mule-Hide Nail Base
System 4 3.02D No. 30/Self-Adhered
Underlayment Top Layer• Polystick TU,TU P;TU Plus;TU Max, Polyflex SAP or
SAP FR,Tile Pro, Mule-Hide SA-APP Cap Sheet or SA-APP Cap
Sheet(FR)
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-Ri3
Certificate ofAuthorization#9503 FL5259-R18
Revision 13: 04/26/2013
Page 7 of 10
TRINITY ERD
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published
installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the
substrate thoroughly to remove any dust and debris prior to application, and prime the
substrate (if applicable).
6.3 Elastobase Elastobase P or Mule-Hide Nail Base•
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II
underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 For use in non-tile applications:
6.3.2.1 Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA
recommendations for installing shingle underlayments and flashings
6.3.2.2 Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick,
Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or
Tile Pro, self-adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch
applied.
6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in
conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2
herein.
6.4 Polvstick MTS. IR-Xe, TU, TU P, TU Plus TU Max Polvflex SAP or SAP FR Mule Hide
SA-APP Can Sheet or SA-APP Cao Sheet (FR) Dual Pro or Tile Pro•
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment
in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.4.2 For non-tile applications:
6.4.2.1 All self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR
and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back-nailed in selvage
edge seam in accordance with Polyglass / Mule-Hide Back Nailing Guide. Nails shall be
corrosion resistant, li gauge ring-shank type with a minimum 1-inch diameter metal disk or
Simplex-type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back-
nailed using the above noted fasteners and spacing, in area marked "nail area, area para
clavar" on the face of inembrane. The head lap membrane is to cover the area being back-
nailed
6.4.2.2 All seal-lap seams (selvage laps) must �
be firmly rolled with a minimum 28 Ib. ' ' �
hand roller to ensure full contact and '� �
adhesion. For Dual Pro and Tile Pro, '�� ��•"
align the edge of the top sheet to the ��°,;� .-:�
end of the glue pattern (the sheet will ' ° ^;;'w "
overlap the fabric). ��'
„�•• � .
°�.- �
�� ��h.�� F;�p� �� �C'
��.�# ' �� �
�°� ��.
View of Ovelap Seam of Dual Pro and Tile Pro
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certificate ofAuthorization#9503 FL5259-R18
Revision 13: 04/26/2013
Page 8 of 10
10/28/2013 8:09: 45 AM —0400 POWERED BY ORCAFAX PAGE 16 OF 21
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TRII�ITY ���
6.4.2.3 All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing
Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing
Cement, Mule-Hide 241 Premium Modified Flashing Cement, Mule-Hide 251 Premium Wet/Dry
Electrometric Flashing Cement, or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade
mastic, applied in between the application of the lap.
6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as
crickets, exposed valleys, or exposed roof to wall details
6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55
Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement,
Mule-Hide 241 Premium Modified Flashing Cement, Mule-Hide 251 Premium Wet/Dry
Elastomeric Flashing Cement, or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade
mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick
material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed,
shall be installed in a water shedding manner.
6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates.
Polyglass requires a minimum of 40-Ib weighted-roller or, on steep slopes, use of a stiff
broom with approximately 40-Ibs of load applied for the field membrane. Hand rollers are
acceptable for rolling of patches, laps (min. 28 Ib roller) or small areas of the roof that are not
accessible to a large roller or broom.
6.4.3 For tile applications (not allowed for Polystick IR-Xe):
6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05
Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as
a guideline.
6.4.3.2 For nail-on tile systems over Polystick MTS, battens are required for loading / staging of the
tile.
6.5 Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications, reference is made to FRSA/TRI
07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein.
6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt-applied to the substrates noted in Section
5.5. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, and off set end-
laps minimum 3 feet from course to course. Side and end laps shall be fully adhered in a
complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the
lap edge.
6.6 Polvflex G or G FR:
6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation
requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05
Installation Manual, Fourth Edition, and Table 2 herein.
6.6.2 Polyflex G or G FR shall be fully torch-applied to the substrates noted in Section 5.5. Side
laps shall be minimum 3-inch and end-laps minimum 6-inch wide, and ofF set end-laps
minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and
inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certifcate oiAuthorization Yx9503 FL5259-R18
Revision 13: 04/26/2013
Page 9 of 10
TR.I�JITY ERD
6.7 Tile Staaina:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. Refer to Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI 07320/8-
05 must be used on all roof slopes greater than 7:12. Precautions should be taken as
needed, such as the use of battens or nail-boards, to prevent tile sliding and/or damage to
the underlayment during the loading process.
6.7.3 For nail-on tile systems over Polystick MTS, battens are required for loading / staging of the
tile.
6.7.4 The minimum cure time after installation of self-adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
7. LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL, LLC - QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R13
Certifcate ofAutho�ization ax9503 FL5259-R18
Revision 13: 04/26/2013
Page 10 of 10
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
T����,�� 353 Christian Street
E�� Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Firestone Building Products Company, LLC. Evaluation Report F8970.01.08-2-R9
250 West 96th Street FL984-R9
Indianapolis, IN 46260 Date of Issuance: 01/04/2008
Revision 9: 04/25/2013
SCOPE:
This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code sections
noted herein.
DESCRIPTION: Firestone SBS and APP Modified Bitumen Roof Systems
LABELING: Each unit shall bear labeling 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 � ERD Evaluated"
may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then
it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 6, plus a 61-page Appendix.
Prepared by: ,��,,,t�t;�{�,,,,,,,
:a4�• " �,
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' ` - The facsimile seal appearinq was authorized
�r: c-;� O� ;'t'= by Robert Nieminen,P.E.on 04/25/2013
:,�,ti1.:•,.�,,,�:;�; This dces not serve as an eledronically signed
Robert �.M. Nieminen, P.E. •. �::•�••••"%`' document. Signed,sealed hardcopieshave been
�'���,������!-,',,+`��` transmitted to the Product Approval Administrator and
Florida Registration No. 59166, Florida DCA ANE1983 ' to the named client
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 Trinity � 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.
TR�II�JITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Firestone SBS and APP Modified Bitumen Roof Systems, as produced by
Firestone Building Products, have demonstrated compliance with the following sections of the 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:
Se i n Pro�ertv Standard Year
1504.3 1 Wind FM 4474 2004
1504.7 Impact FM 4470 1992
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1507 11.2 Physical Properties ASTM D6222 2002
1507.11.2 Physical Properties ASTM D6223 2002
3. REFERENCES:
En i Examination Reference Date
ACRC(TST4671) FM 4470/TAS 114 03-001 03/06/2003
ACRC(TST4671) FM 4470/TAS 114 03-002 03/06/2003
ACRC(TST4671) FM 4470/TAS 114 03-007 OS/O1/2003
ACRC(TST4671) FM 4470/TAS 114 02-009 02/10/2003
ACRC(TST4671) FM 4470/TAS 114 07-074 12/OS/2007
ACRC(TST4671) FM 4470/TAS 114 08-015 02/26/2008
ACRC(TST4671) FM 4470/TAS 114 08-021 04/11/2008
CTL(TST1577) FM 4470/TAS 114 108R 10/16/2008
ERD(TST 6049) Physical Properties U0215.05.06-1 OS/30/2006
ERD(TST 6049) Physical Properties P10500 10.08-1 10/26/2008
ERD(TST 6049) Physical Properties U0215.05.06-2-R2 08/02/2010
FM Approvals(TST1867) FM 4470/4474 F40000.08.12 08/08/2012
FM Approvals(TST1867) FM 4470 2Y3A3.AM il/28/1994
FM Approvals(TST1867) FM 4470 OZ5A3.AM 03/08/1995
FM Approvals(TST1867) FM 4470 1DSA8.AM 09/09/1998
FM Approvals(TST1867) FM 4470 3003597 07/14/1999
FM Approvals(TST1867) FM 4470 3004786 OS/16/2000
FM Approvals(TST1867) FM 4470 3005030 08/08/2000
FM Approvals(TST1867) FM 4470 3011494 08/22/2001
FM Approvals(TST1867) FM 4470 3007328 07/12/2002
FM Approvals(TST1867) FM 4470 3014031 07/22/2002
FM Approvals(TST1867) FM 4470 3012321 07/29/2002
FM Approvals(TST1867) FM 4470 3009613 08/26/2002
FM Approvals(TST1867) FM 4470 3017121 06/12/2003
FM Approvals(TST1867) FM 4470 3014692 08/OS/2003
FM Approvals(TST1867) FM 4470 3018579 10/09/2003
FM Approvals(TST1867) FM 4470 3009473 04/30/2004
FM Approvals(TST1867) FM 4470 3008978 08/13/2004
FM Approvals(TST1867) FM 4470 3012095 06/30/2004
FM Approvals(TST1867) FM 4470/4474 3020395 11/29/2004
FM Approvals(TST1867) FM 4470/4474 3014537 11/29/2004
FM Approvals(TST1867) FM 4470/4474 3022492 O1/17/2005
FM Approvals(TST1867) FM 4470/4474 3024594 OS/19/2006
FM Approvals(TST1867) FM 4470/4474 3026520 12/14/2006
FM Approvals(TST1867) FM 4470/4474 3022502 O1/29/2007
FM Approvals(TST1867) FM 4470/4474 3030107 OS/18/2007
FM Approvals(TST1867) FM 4470/4474 3025185 OS/22/2007
FM Approvals(TST1867) FM 4470/4474 3030227 06/18/2007
FM Approvals(TST1867) FM 4470/4474 3029993 09/21/2007
FM Approvals(TST1867) FM 4470/4474 3028093 10/26/2007
FM Approvals(TST1867) FM 4470/4474 3032850 06/OS/2008
FM Approvals(TST1867) FM 4470/4474 3033218 08/12/2008
FM Approvals(TST1867) FM 4470/4474 3035017 04/15/2009
FM Approvals(TST1867) FM 4470/4474 797-4792.267 OS/03/2009
FM Approvals(TST1867) FM 4470/4474 797-04854.267 08/31/2009
FM Approvals(TST1867) FM 4470/4474 797-04929.267 09/25/2009
Exterior Research and Design, LLC. Evaluation Report F8970.01.08-2-R9
Cerli�cate ofAuthorization#9503 FL984-R9
Revision 9: 04/25/2013
Page2of6
TR�I�31TY ERD
Entitv Examination Reference Date
FM Approvals(TST1867) FM 4470/4474 797-05158.267 12/24/2009
FM Approvals(TST1867) FM 4470/4474 797-05160.267 12/24/2009
FM Approvals(TST1867) FM 4470/4474 3035560 01/11/2010
FM Approvals(TST1867) FM 4470/4474 FM Letter 03/09/2010
FM Approvals(TST1867) FM 4470/4474 797-05499.267 04/28/2010
FM Approvals(TST1867) FM 4470/4474 797-05500.267 OS/OS/2010
FM Approvals(TST1867) FM 4470/4474 797-05501.267 OS/OS/2010
FM Approvals(TST1867) FM 4470/4474 797-05522.267 OS/06/2010
FM Approvals(TST1867) FM 4470/4474 797-05605.267 06/07/2010
FM Approvals(TST1867) FM 4470/4474 797-05627.267 06/14/2010
FM Approvals(TST1867) FM 4470/4474 797-05769.267 08/04/2010
FM Approvals(TST1867) FM 4470/4474 3041939,Data 03/02/2011
FM Approvals(TST1867) FM 4470/4474 3041534 03/09/2011
FM Approvals(TST1867) FM 4470/4474 3040795 03/24/2011
FM Approvals(TST1867) FM 4470/4474 797-08473.267 OS/OS/2011
FM Approvals(TST1867) FM 4470/4474 3041949 06/10/2011
FM Approvals(TST1867) FM 4470/4474 3038191 08/04/2011
FM Approvals(TST1867) FM 4470/4474 3041939,Data 08/18/2011
FM Approvals(TST1867) FM 4470/4474 797-06607-267 08/30/2011
FM Approvals(T5T1867) FM 4470/4474 3040306 09/07/2011
FM Approvals(TST1867) FM 4470/4474 797-06748-267 09/13/2011
FM Approvals(TST1867) FM 4470/4474 3036639 11/22/2011
FM Approvals(TST1867) FM 4470/4474 797-07092-267 O1/30/2012
FM Approvals(TST1867) FM 4470/4474 3044429 04/12/2012
FM Approvals(T5T1867) FM 4470/4474 3042665 OS/04/2012
FM Approvals(TST1867) FM 4470/4474 3044812 OS/04/2012
FM Approvals(TST1867) FM 4470/4474 3044047 OS/17/2012
FM Approvals(TST1867) FM 4470/4474 3046333 08/10/2012
FM Approvals(TST1867) FM 4470/4474 3041939 OS/14/2012
FM Approvals(TST1867) FM 4470/4474 797-07680-267 09/14/2012
FM Approvals(TST1867) FM 4470/4474 797-07673-267 09/24/2012
FM Approvais(TST1867) FM 4470/4474 797-07749-267 10/04/2012
IRT(TST7408) FM 4470/TAS 114 02-010,011 O1/28/2002
IRT(TST7408) FM 4470/TAS 114 02-011 02/07/2002
IRT(TST7408) FM 4470/TAS 114 02-026 07/26/2002
PRI (TST5878) Physical Properties FBP-009-02-OS 08/31/2004
PRI (TST5878) Physical Properties FBP-023-02-01 09/OS/2004
PRI (T5T5878) Physical Properties FBP-010-02-01 09/02/2004
PRI(TST5878) Physical Properties FBP-011-02-01 09/02/2004
PRI (TST5878) Physical Properties FBP-013-02-01 09/02/2004
PRI(TST5878) Physical Properties FBP-014-02-01 09/02/2004
PRI(TST5878) Physical Properties FBP-015-02-01 09/02/2004
PRI(TST5878) Physical Properties FBP-016-02-01 09/02/2004
PRI(TST5878) Physical Properties FBP-018-02-01 09/07/2004
PRI(TST5878) Physical Properties FBP-008-02-01 09/10/2004
PRI(TST5878) Physical Properties FBP-017-02-01 09/13/2004
PRI (TST5878) Physical Properties FBP-007-02-01 09/14/2004
PRI(TST5878) Physical Properties FBP-020-02-01 09/14/2004
PRI(TST5878) Physical Properties FBP-019-02-01 09/14/2004
PRI(TST5878) Physical Properties FBP-038-02-02 12/28/2010
PRI (TST5878) Physical Properties FBP-038-02-03 12/29/2010
PRI(TST5878) Physical Properties FBP-038-02-04 12/29/2010
PRI(TST5878) FM 4470/4474 FBP-047-02-03 08/29/2011
PRI (TST5878) FM 4470/4474 FBP-059-02-01 OS/10/2012
PRI(TST5878) FM 4470/4474 FBP-071-02-01 OS/10/2012
PRI(TST5878) FM 4470/4474 FBP-073-02-01 07/OS/2012
PRI (TST5878) FM 4470/4474 FBP-067-02-01 08/02/2012
UL, LLC(QUA9625) Quality Control Service Confirmation Exp. 08/22/2015
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Firestone Modified Bitumen Roof Systems installed in accordance with
Firestone published installation instructions and the Limitations / Conditions of Use herein. The
following Firestone products make up the subject systems.
Exterior Research and Design, LLC. Evaluation Report F8970.01.08-2-R9
Certificate ofAuthorization�9503 FL984-R9
Revision 9: 04/25/2013
Page 3 of 6
TRINITY E��
Table 1: Roll-Goods for Firestone Modified Bitumen Roof 5 stems
Type Product S ecification
Reference Grade T e
PI IV M ASTM D2178 N/A IV
PI VI M ASTM D2178 N A VI
PI IV ASTM D2178 N/A IV
Base/ Ply Sheets PI VI ASTM D2178 N/A VI
MB Base or MB Base M ASTM D4601 N/A II
APP Premium Base ASTM D6509 N/A N/A
MB Base SA ASTM D1970 N/A N/A
BASEGARD SA ASTM D1970 N/A N/A
SBS Base ASTM D6163 S I
SBS Base-P ASTM D6163 S I
SBS Premium Base ASTM D6163 S II
SBS Glass Torch Base ASTM D6163 S I
SBS Glass ASTM D6163 G I
SBS Glass UltraWhite ASTM D6163 G I
SBS Glass FR ASTM D6163 G I
SBS Glass FR UltraWhite ASTM D6163 G I
SBS Giass FR Torch ASTM D6163 G I
SBS Glass FR Torch UltraWhite ASTM D6163 G I
SBS Pol Base ASTM D6164 S I
SBS Smooth ASTM D6164 S I
SBS Ca ASTM D6164 G I
565 Membranes SBS Ca UltraWhite ASTM D6164 G I
SBS FR Ca ASTM D6164 G I
SBS Premium ASTM D6164 G II
SBS Premium UltraWhite ASTM D6164 G II
SBS Premium FR ASTM D6164 G II
SBS Premium FR UltraWhite ASTM D6164 G II
SBS Premium Torch ASTM D6164 G II
SBS Premium Torch UltreWhite ASTM D6164 G II
SBS Premium FR Torch ASTM D6164 G II
SBS Premium FR Torch UltraWhite ASTM D6164 G II
SBS Pol Torch Base ASTM D6164 S I
SBS Torch ASTM D6164 G I
SBS Torch UltraWhite ASTM D6164 G I
SBS FR Torch ASTM D6164 G I
SBS FR Torch UltraWhite ASTM D6164 G I
APP 80 Glass Base ASTM D6509 N/A N/A
APP 80 Glass Base-P ASTM D6509 N/A N/A
APP 80 Glass Base COOL ASTM D6509 N/A N/A
APP 160 ASTM D6222 S I
APP 160-P ASTM D6222 S I
APP 160 COO� ASTM D6222 5 I
APP 160 W ASTM D6222 5 I
APP 170 ASTM D6222 S I
APP 170 COOL ASTM D6222 S I
APP Membranes APP 180 ASTM D6222 G I
APP 180-P ASTM D6222 G I
APP 180 UltraWhite ASTM D6222 G I
APP 180 COOL ASTM D6222 G I
APP 180 W ASTM D6222 G I
APP 180 FR ASTM D6222 G I
APP 180 FR UltraWhite ASTM D6222 G I
APP 180 FR COOL ASTM D6222 G I
APP 180 FR COOL UltraWhite ASTM D6222 G I
APP Premium FR ASTM D6223 G II
APP Premium FR UltraWhite ASTM D6223 G II
Exterior Research and Design, LLC. Evaluation Report F8970.01.08-2-R9
Certifrcate oiAuthorization#9503 FL984-R9
Revision 9: 04/25/2013
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TR,II`�IITY ERD
5. LIMITATIONS:
5.1 This Evaluation Report is not for use in HVHZ jurisdictions.
5.2 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.3 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.
5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and
installed to meet project design criteria to the satisfaction of the AHJ.
5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
5.6 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an
asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3
enhancements.
5.7 For fully-adhered insulation, 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
5.8 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 TAS 105 or ANSI/SPRI FX-1.
5.9 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 ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or
TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.10 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 AHJ, as documented through field uplift testing in accordance with ASTM
E907, FM LPDS 1-52 or TAS 124.
5.11 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-i
or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.
5.12 All products in the roof assembly shall have qua�ity assurance audit in accordance with the FBC
and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Firestone SBS and APP Modified Bitumen roof systems shall be installed in accordance with
Firestone Building Products published installation instructions, subject to the Limitations /
Conditions of Use noted below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP"
= Maximum Design Pressure is the result of testing for wind load resistance based on allowable
wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609.1.5 for determination of design
wind loads.
Exterior Research and Design, LLC. Evaluation Report F8970.01.08-2-R9
Certificate ofAuthorization#9503 FL984-R9
Revision 9: 04/25/2013
Page5of6
TF�,11�I�TY ERC?
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 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC - QUA9625: (414) 248-6409, karen.buchmann@us.ul.com
- THE 61-PAGES THAT POLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design, LLC. Evaluation Report F8970.01.08-2-R9
Certi�cate ofAuthorization#9503 FL984-R9
Revision 9: 04/25/2013
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