HomeMy WebLinkAboutPERMIT APPLICATIONALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number:
0 J
tAN!
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
23D0Virginia Avenue, Fort Pierce Fl34982
Phone: (772) 462-1553 Fax: (772)462'1578 [O0OF0erCialResidential «»
mew
Address: 10851 S OCEAN DR 39
Legal Description: WINDMILL VILLAGE BY -THE -SEA CONDOMINIUM NO 1 UNIT 39 AND PRO -RATA SHARE IN COMMON ELEMENTS (OR 2663-2257:2749-689; 3840-974)
Property Tax |D#: 4511-810'0040'000-2
Site Plan Name:
Project Name:
Setbacks Front Back:
Right Side: Left Side:
Lot No.—
Block No.
o`_Bk«kNu.
RE -ROOF. REMOVE EXISTING SHINGLE ROOF AND INSTALL /\NEW SHINGLE R{}(]F
PITCH 4U12 700S[)FT 4.200$
11HVAC
[—1Electric [-1 —71
Plumbing �� Roof
Total 3q. FtofConstruction: 700 Scl. Ft of First Floor:
Cost ofConstruction: 5 4'200 Utilities: nSewer / lSept|c Building Height: 12
Shutters
:1
Roof pitch
Name Silvia Castillo
Address: 13Q71SVV18AthSi
City- Miami, FL33180 State:___
Zip Code: 33186 Fax'
Phone No. 772-285-8023
E -Mail:
Fill infee simple Title Holder onnext page (ifdifferent
from the Owner listed above)
lam. RrZTOTRfT#TIT-Tlilyrjuslgvm*L�flo I Iii, 511 "1 "1 011111
ii 11 loll 1' 4
Name: JOSEPH KOL|NOSK|
Companv: ONSHORE ROOFING SPECIALISITS
Address: 4401 SE COMMERCE AVE
STUARTCity: State:_� FL
Zip Code: 34996 Fax 283-1557
Phone No. 772-283-1505
E-Mail:|NFU@y]NSHOSRSEROOF|NG.COk4
State or County License: CCC1 328994
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _ Not Applicable
Name:
MORTGAGE COMPANY: Not Applicable
Name:
Address:
Address:
City: State:
Zip: Phone:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
Name:
BONDING COMPANY: Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
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 jobsite
before the first inspection. If ou intend to obtain financing, consult with lender or an attorney before
commencing wp_r"-r rec g your Notice of Commencement. s"
ctor as Agent for Owner I Signature ofd cit -'/License Holder
STATE OF FLORID STATE OF FLORI 1t
COUNTY OF1`>, COUNTY OF �'t.',lsw'r
The fo of g instrument was acknowledged- re me
thisr cy of 20
(Na e,/of orso,i acknowle ging )
re of Notary Public -
Personally Known OR Produced Identification
Type of Identification Produced
Th,e o oing inst ment was acknowledged before me
thi ® day of. '`I , 201by R
(Name,6fjpers,b6/ acknowl
re df Notary Pubffc- Sta
Personally Known % ,— OR Produced Identification
Type of Identification Produced
Commission No
(Se
Commission No (Segal)
_ -_ _
ff
4 utl P(la°a
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( y S S01ltl'd tNU
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¢.FIY PLPt
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REVIEW
C,Gmfi, .Ii f FF 205
Revised 07/1
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coq
iuiar 201
s Ml.ar 3e —0 • -
.s � �.
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4318815 OR BOOK 4007 PAGE 1157, Recorded 06/13/2017 12:19:50 PM
PERMIT t!:
NOTICE OF COMMENCEMENT
To be completed when construction value exceeds $2,500.00
TAX FOLIO„4511-810-0046-000-2
STATE OF FLORIDA COUNTY OF MARTIN
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida
Statutes, the following information is provided in this Notice of Commencement.
LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS, IF AVAILABLE):
WINDMILL VILLAGE BY -THE -SEA CONDOMINIUM NO 1 UNIT 39 AND PRO -RATA SHARE IN COMMON ELEMENTS (OR 2663 -
GENERAL DESCRIPTION OF IMPROVEMENT: Re -Roof
OWNER INFORMATION OR LESSEE INFORMATION, IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT.-
Name:
MPROVEMENT:Name: Silvia Castillo
Address: 10651 S Ocean Dr 39 St Lucie FL 34957
Interest in property:
Name and address of fee simple title holder (if different from Owner listed above):
CONTRACTOR'5 NAME: Onshore Roofinq Specialists Inc Phone No.. -(772) 283-1505
Address: 4401 SE Commerce FL 34997
SURETY COMPANY (If applicable, a copy of the payment bond is attached)
Name and -address: ✓ "0
Phone No.: / Bond amount:
LENDER'S NAME: Phone No.:
Address:
Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13
(1) (a) 7, Florida Statutes:
Name: Phone No.:
Address:
In addition to himself or herself, owner designates
receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statues.
Phone number of person or entity designated by Owner.
Expiration date of Notice of Commencement:
(the expiration date may not be before the completion of construction and final payment to the contractor, but will be l year from the date of
recording unless a different date is specified):
WARNING TD OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713 PART I. SECTION 713.13 F LOP.IDA STATUTES AND CAN 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 COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief.
Signature of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager/A: omey-in-fact
� I 11,
Signatory's Title/Office
c7�d
The foregoinginstrument was
�packnowledged
�before methis 13y��g day of ����/!g g 00 � 7l
By: t?r(, 4 1 R � tas d bR for
Npmgofper Type of authority le.g. officer, trustee) Party on behaifof whom instrument was executed
Personally known ❑ or produced identification
No -rare Type of identification producedWi
(Print, Type, or Stamp Commissioned Name cf Notary) r�B+
Y JORGE RODRIGUEZ
> rfoiary r'ribllq SG;ta of Fiailda
T:1BLD\31dg Frnmsil ewAppticatonsTormslNpticcOfCarnn?eneemenLDor.: 3 n ' Rev. 9/1SiJI
CommisslorEi FF 9023&2
( My comm. expires July 22, 2019 G
EXTERIOR RESEARCH a DESIGN, LLC.
Certificate of Authorization #9503
'TRINRYERD353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX:(203)262-9243
EVALUATION REPORT
Polyglass IDSA, Inc. Evaluation Report P12060.02.09 -R21
150 Lyon Drive FL5259-R25
Fernley, NV 98408 Date of Issuance: 02/24/2009
SCOPE: Revision 21:10/17/2016
This Evaluation Report is issued under Rule 61620-3 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 and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 5`h Edition (2014) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Llnderlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. TrinityJERD 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 13.
Prepared by,
��dPcp;ir,„t,
J r,
= The facsimile seal appearing was authorized by Robert Nieminen,
3.
P.E. on 10/17/2016: This does not serve as an electronically
Robert J.M. Nleminen, P.E. signed document. Signed, sealed hardcopies have been
Florida Registration No. 59166, Florida DCA ANE1983 ,,, „ i�;;+`+ transmitted o the Product Approval Administrator. and to the
named client
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product. -
5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose:
TRINITY ERD
ROOFING COMPONENT EVALUATION:
I
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
1504.3.1
Wind Uplift
FM 4474
2004
1504.3.1
Wind Uplift
UL 1897
2004
1504.6
Accelerated Weathering
ASTM G154
2006
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3,
Physical Properties
ASTM D226
2006
1507.8.3,15W.9.3
1507.2.4, 1507.2.9.2, 1507.5.3, 1507.7.3
Physical Properties
ASTM D1970
2009
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2008
1507.3.3
Installation, Practice
FRSA/TRI April 2012
2012
1523.6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
Entity
Examination
Reference
Date
FM Approvals (TST 1867)
Wind. Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRIO1111
04/08/2002
PRI (TST 5878)
PhysicalProperties
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 (TST5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TSTS878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST5878)
Physical, Properties
PUSA-061-02-02
01/28/2008
PRI (TST5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TSTS878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
JX2OH7A
04/01/2008
MTI (TST2S08)
Physical Properties
RX14E8A
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Physical, Properties
PS110.04.07--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
P.30540.11.09 -R1
11/30/2009
ERD (TST6049)
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
Exterior Research and Design, LLC.
Evaluation Report P12060.02.09 -R21
Certificate cf Authorization #9503
FBC NON-HVHZ EVALUATION
FL5259-RZS
Revision 21: 10/17/2016
Page 2 of 13
ERD
Entl
Examination
Reference
Date
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
10/19/2011
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)
Wind Uplift
P39680.03.13
03/04/2013
ERD (TST 6049)
Physical Properties
P45370.04.13
04/26/2013
ERD (TST 6049)
Wind Uplift
P1738.02.07 -R2
04/29/2013
ERR (TST6049)
Wind Uplift
11757.04.01-1-R1
04/30/2013
ERD (TST 6049)
Wind Uplift
P41630.08.13
08/06/2013
ERD (TST 6049)
Wind Uplift
P11751.05.03-111
11/26/2013
ERD (TST 6049)
Wind Uplift
P11781.11.03 -R1
11/26/2013
ERD (TST 6049)
Physical Properties
P45270.05.14
05/12/2014
ERD (TST 6049)
Physical Properties
6020.07.14-1
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-2
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-3
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-4
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-5
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09;14-6
09/08/2014
ERD (TST 6049)
Physical Properties
P46520.10.14
10/03/2014
ERD (TST 6049)
Physical Properties
P44360.10.14
10/07/2014
ERD (TST 6049)
Physical Properties
P43290.10.14
10/17/2014
ERD (TST 6049)
Physical Properties
PLYG-SC7550.03.15
03/24/2015
ERD (TST6049)
Physical properties
P40390.04.15
04/03/2015
ERD (TST 6049)
Physical Properties
PLYG-SC8080.0S.15-1
05/20/2015
ERD (TST 6049)
Wind Uplift
PLYG-SC8905.05.16-1
05/17/2016
ERD (TS -T 6049)
Physical Properties
PLYG-SC8080.07.16
07/16/2016
ERD (TS?6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ICC -ES (EVL 2396)
IBC Compliance
ESR -1697
11/01/2014
Miami -Dade (CER 1592)
NVHZ Compliance
NOA 14-0717.08
01/22/2015
Polyglass USA
Manufacturing Affidavit
Products Current
02/18/2009
Polyglass USA
P/L Affidavit
Mule -Hide Cross Ltg
03/61/2008
Polyglass USA
Materials Affidavit
Polystick SA Compound
08/18/2011
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 04/24/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underiayments:
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.
4.1.3 ,Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
4.2 Self -Adhering Underlavments:
4.2.1 Polystick NITS 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 NITS PLUS is a nominal 60 -mil thick rubberized asphalt waterproofing membrane; glass fiber reinforced,
surfaced with poly -film surface;
meets TAS 103.
4.2.3 Polystick IR -Xe is a nominal 60 -mil
thick rubberized asphalt waterproofing membrane,' glass fiber reinforced, With an
aggregate surface; meets ASTM
D1970.
Exterior Research and Design, LLC.
Evaluation Report P12060.02.09 -R21
Certificate of Authorization #9503
FBC NON-NVHZ EVALUATIONFL5259-1125
Revision 21: 10/17/2016
Page 3 of 13
-` ED
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 190 g/m2 polyester
fabric surface; meets ASTM D1970 and TAS 103.
4.2.7 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Elide SA -APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
4.2.8 Polystick Dual Pro`' is a nominal 60 -mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.9 Polystick Tile ProTM' is a nominal 60 -mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.10 Polystick MIU-X is a nominal 54 -mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970.
4.3 Mechanically Fastened and/or Bonded Underiayments•
4.3.1 Elastoflex.S6 G and Elastofiex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any, way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 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 Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
wood Shakes &
Slate
Shingles
Yes
Yes
EIaStObase
-Yes
(base sheet in 2 -ply
(base sheet In 2 -ply
Yes -
- Yes
Yes
system)
system)
Elastobase P
Yes
Yes
(base sheet in 2 -ply
Yes
(base sheet in 2 -ply
Yes
Yes
Yes
..
system)
system)
POlyglassG2Base
No
Yes
Yes
(base sheet int -ply
(base sheet int -ply
NO
No
NO
system)
system)
-
POlygla$s APP Base
NO
Yes
(base sheet In 2 -ply
Yes
(base sheet In 2 -ply
NO
No
No
system)
system)
Polystick MFS
Yes
Yes
No
Yes
Yes
Yes
Polystick MTS PLUS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-xe
Yes
No
No
No
Yes
Yes
Polystick TU P
Yes
Yes
Yes
No
Yes
Yes
See s.5.1
Polystid<TU Plus
Yes
Yes
Yes
Yes
Yes
Yes
See 5.5.1
Exterior Research and Design, LLC.
Certificate of Authorization #9503
FBC NON-HVHZ EVALUATION
Evaluation Report P12060:02.09 -R21
FL5259-R25
Revision 21:.10/17/2016
Page 4 of 13
TRINITY ER
TABLE 1: ROOF COVER OPiIONs '.
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes ?
Slate
Shingles
Polystick TU Max
No
yes
Yes
Yes
No
No
See 5.5.1
Polystick Dual Pro
Yes
Yes
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
yes
Yes
Yes
Yes
Yes
See 5.5.1
Polystick MU -X
Yes
No
No
Yes
Yes
Yes
Elastoflex 56 G
yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Polyflex G
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
yes
Yes
No
ff
Yes
yes
-
-
- -
See 5.5.1
Mule -Hide SA -APP Cap Sheet
Yes
or SA -APP Ca
Cap Sheet (FR)
)
Yes _
Yes
See 5.5.1
No
Y es
Yes
5.5.1 "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.
✓ 3MT' 2 -Component Roof Tile Adhesive AH -160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max,
Elastoflex S6 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' Foam Roof Tile Adhesive RTA -1 (FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6
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
✓ Convenience Products' Touch 'n Seal StormBond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU
Max.
✓ Dow TileBond (FLM): Polystick TU P,, Polystick TU Plus, Polyflex SAP or Tile Pro.
✓ Polyglass Polylok Roof Tile Adhesive (FL17855): Polystick TU Plus or Polystick TU Max.
5.6 Allowable Substrates:
5.6.1 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:
Y New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, .unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" ;Panels
(designed and installed to meet wind loads for project).
Note: Polyglass does not regyire priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex 56 G or S6 G FR in hot asphaltto;
ASTM D41 primed structural concrete.
Polyflex G or G FR torch -applied to:
ASTM D41 primed structural concrete.
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Certificate of Authorization #9503EBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
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JTRINITY tRD
5.6.2 Bond -to -Insulation:
Polystick (all variations), 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; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or G FR torch -applied to:
➢ ASTM D41 primed structural concrete; Dens Deck 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 FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Nide 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 Nall Base.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or G FR torch -applied to:
➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer.shail be attached per minimum
codified requirements. For installations under -foam -on tile systems, baselayer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix,A, Table 1, or as listed in. Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems. beneath foam -on tile systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on. allowable. wind .loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
5.6.4.1 Maximum Design Pressure = -90 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional) Polystick MTs PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and
Mule -Hide SA -APP Cap Sheet (FR), self -adhered.
5.6.4.2 Maximum Design Pressure = -97.5 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG 100 or ASTM D41
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and
Mule -Hide SA -APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1%" ring shank nails through 32 ga., 1-5/8"d ia meter tin caps spaced 12 -inch o.c.
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TRIM ERD
5.6.4.3 Maximum Design Pressure =-105 psf•
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB -3000
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide 5A -APP Cap Sheet and
Mule -Hide SA -APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1'/<" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12 -inch o.c.
5.6.4.4 Maximum Design Pressure = -135 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Joints: Min. 4 -inch wide strips of Elastoflex SA -V over all plywood joints.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and
Mule -Hide SA -APP Cap Sheet (FR), self -adhered.
5.6.4.5 Maximum Design Pressure = -315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG 100 or ASTM D41
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: 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), self -adhered.
5.6.4.6 Maximum Design Pressure = -622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG 100 or ASTM D41
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.7 Maximum Design Pressure = -30.0 psf*:
Deck: Min. 15/32 -inch OSB to meet project requirements to, satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails
Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced, staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and
Mule -Hide SA -APP Cap Sheet (FR), self -adhered.
5.6.4.8 Maximum Design Pressure = -37.5 psf*:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25 -inch long 1 -inch head diameter round metal cap nails
Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and
Mule -Hide SA -APP Cap Sheet (FR), self -adhered.
5.6.4.9 Maximum Design Pressure =-37 5 psf*:
Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1:25 -inch long x 1 -inch head diameter round metal cap nails
Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 127inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt.
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Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
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TRINITY ERE
5.6.4.10 Maximum Design Pressure = -45 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type II felt
Fasteners: 11 ga, x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self-adhering underlayment only) Polystick MTS PLUS, self-adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet (FR), self-adhered or Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.11 Maximum Design Pressure =-45 psf*:
Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga, x 1.2S-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self-adhering underlayment only) Polystick MTS PLUS, self-adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet (FR), self-adhered or Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.12 Maximum Design Pressure = -45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex 6, torch-applied.
5.6.4.13 Maximum Design Pressure = -52.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied.
5.6.4.14 Maximum Design Pressure =-52.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self-adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet (FR), self-adhered.
5.6.4.15 Maximum Design Pressure =-52.5 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5,6.4.16 Maximum Design Pressure = -60 psf:
Decic Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap)
Fasteners: 11 ga. x 1.25 -inch longi 3/8 -inch head diameterannular ring shank roofing nails at 1 -5/8 -inch diameter tin caps
Spacing: 8 -inch o.c. at the 4 -inch wide side laps and 8 -inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyfiex.G, torch -applied.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R21
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
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ERD
TRINITY!
S.6.4.17 Maximum Design Pressure = -60 psf:
Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12 -inch o.c. at the 4 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4,18 Maximum Design Pressure = -67.5 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment)
Fasteners: 12 ga. x 1.25 -inch long 3/8 -inch head diameter annular ring shank roofing nails at 1.5/8 -inch diameter tin caps
Spacing: 8 -inch o.c. at the 4 -inch wide side laps and 8 -inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
5.6.4.19 Maximum Design Pressure = -75 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10 -inch o.c. at the 4 -inch wide side laps and 10 -inch o.c. at three (3) equally spaced staggered center rows. .
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
5.6.4.20 Maximum Design Pressure = -90 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MARX Cap Fasteners
Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch O.C. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.21 'Maximum Design Pressure = -90 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c, at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.22 Maximum Design Pressure = -90 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.23 Maximum Design Pressure = -90 psf:
Deck: Min, 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction,
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14. HD with OMG 3" Galvalume Steel Plates, OMG.Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or simplex MARX Cap
Fasteners
Spacing: 9 -,inch o.c. at the 4 -inch wide side laps and 9 -inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
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Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21: 10/17/2016
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5.6.4.24 Maximum Design Pressure = -97.5 psf:
Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps
Spacing: 4 -inch o.c. at the 4 -inch wide side laps and 4 -inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and
Mule -Hide SA -APP Cap Sheet (FR), self -adhered.
5.6.4.25 Maximum Design Pressure = -105 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6 -inch O.C. at the 2 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows.
Underlayment; Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.26 Maximum Design Pressure = -112.5 psf:
Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps
Spacing: 6 -inch O.C. at the 4 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Lap Sheet and
Mule -Hide SA -APP Cap Sheet (FR), self -adhered.
5.6.4:27 Maximum Design Pressure = -120 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.28 Maximum Design Pressure = -120 psf:
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.29 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of -45 psf.
5.6.4.30 For mechanically attached base sheet, the maximum design pressure for the selected assembly shall meet or exceed
the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC
1609. 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, FM LPDS 1-29 and AN51/SPRI WD1. Assemblies
marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss .Prevention Data Sheet 1-29
(January 2016) for Zone, 2/3 enhancements.
5.7 Exposure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed_ for longer than 30 -days
after installation.
Polystick IR -Xe or Polystick MU -X shall not be left exposed for longer than 90 -days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, TO Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180 -
days after installation.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R21
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ERE
Polyflex SAP or SAP FR, or Mule -Hide SA -APP Cap Sheet or SA -RPP 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.
Elastoflex 56 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 56 G or Polyflex G only), in which case the maximum exposure is 180
days.
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 S 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
6.3.
6.3.3
b_4
6.4.1
6.4.2
1507 for the type of prepared roof covering to be installed.
2 Non -Tile Applications:
Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for
,:installing shingle underlayments and flashings
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 56 G FR in
hot asphalt or Polyflex G or G FR, torch applied.
Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
Polystick MTS, MTS PLUS IR -Xe TU P TU Pius TU Max Dual Pro Tile Pro or MU -X or Polyflex SAP Polyflex SAP FR
Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FRI:
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.
Direct -to -Deck with Mechanlcally Fastened Roof Covers:
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, 11 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 membrane. The
head lap membrane is to cover the area being back -nailed
All seal -lap seams (selvage laps) must bel,
� F _
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 overlap the fabric).
Exterior Research and Design, LLC.
Certificate of Authorization #9503
view of bvelap,seam of Dual Pro and .Tile Pro
FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-1121
FL5259-1125
Revision 21:10/17/2016
Page 11 of 13
� ERD
T
All over -fabric and over -granule end -laps shall have a 6 -inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
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
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement 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.
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 -lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small,areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications (not allowed forPolystick IR -Xe or Polystick MU -K)
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
For mechanically fastened tile roofing over 2 -ply system, consisting of base sheet and self -adhering top sheet(s), base
sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table.l.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile.
For nail -on tile systems over Polystick MTS PLUS:
9 'Battens are required for loading/staging of lugged tile regardless of slope.
A 'Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.4.4 Two (2) Ply Underlayment Systems:
Polystick MTS or ,MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU -X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top -layer material. This is not a requirement, but is allowable if a 2 -ply underlayment system is desired.
Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under
foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is
allowable if a 2 -ply underlayment system is desired.
6.5 Elastoflex 56 G or 56 6 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 April 2012 (04-12) Installation Manual and Table 1 herein.
6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3 -inch and end -laps minimum 6 -inch wide, off -set 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 Polyflex 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 the applications, reference is made FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
6.6.2 Polyflex G or G FR, shall be fully torch -applied to the substrates noted in Section 5.6. ;Side laps shall be minimum 3 -
inch and end -laps minimum 6 -inch wide, off -set 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.
6_7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for tile staging.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R21
Certificate ofAuthoriration 119503 FBC NON-HVHZ EVALUATION FL5259-RZ5
Revision 21:10/17/2016
Page 12 of 13
it E
I
TRINITY
6.7.2 Battens and/or Counter -battens, as required by the the manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards, to prevent the sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail -on the systems over Polystick MTS, battens are required for loading / staging of the tile.
6.7.4 For nail -on the systems over Polystick MTS PLUS:
v Battens are required for loading/staging of lugged tile regardless of slope.
> Battens are required for loading/staging of flat the at slopes in excess of 5:12.
6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight
(48) hours.
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 PLAINTS:
Contact the noted CA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements.
B. 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 -R21
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21: 10/17/2016
Page 13 of 13
1A I•
7 fr
MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORS' AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.niiamidide.gov/economv
Ilio Industries Ltd.
40 Hansen Rd. S.
Brampton, Ontario CANADA
L6W3II4
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Cambri1 g' Cambridge HD, and Biltmore 4Asphalt Shingles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA renews NOA No. 14-0603.02 and consists of pages 1 through 4
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 16-0329.13
PI�Aiw6•�AD® COUPliY Expiration Date: 05/05/21
Approval Date: 04/21/16
Page 1 of 4
Ca
Roofing
Sub -Category:
Asphalt Shingles
Materials:
Laminate
Decl{ Type:
Wood
SCOPE
This approves a roofing system using Cambridge AR, Cambridge IID, and Biltmore AIS asphalt shingles
manufactured by IKO Industries Ltd. as described in Section 2 of his Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Specifications Product Description
Cambridge 13 3/4" x 40'/s" TAS 110 A heavy weight, fiberglass reinforced
Manufacturing Location #1, 2, 3 laminate asphalt shingle.
Cambridge IID 13 3/4" x 40'/s"
Manufacturing Location 91, 2, 3
Biltmore AR 13 3/4" x 40 7/8"
Manufacturing Location #1, 2
MANUFACTURING LOCATION
1. Kankakee, IL
2. Wilmington, DE
3. Sylacuaga, AL
/ ,.
Test A2enc
PRI Construction Materials Inc
FM Approvals
Test Identifier
IKO-050-02-01
IKO-076-02-01
IKO-114-02-01
IKO-099-02-01
IKO-096-02-01
IKO-095-02-01
IKO-121-02-01
IKO-100-02-01
IKO-115-02-01
3041689
3036971
3042673
TAS 110 A heavy weight, fiberglass reinforced
laminate asphalt shingle.
TAS 110 A heavy weight, fiberglass reinforced
laminate asphalt shingle.
Test Name/Report Date
TAS 100
TAS 100
TAS 100
TAS 100
ASTM D 3462
ASTM D 3462
ASTM D 3462
ASTM D 3161 (TAS -107)
ASTM D 3161 (TAS -107)
ASTM D 3462
ASTM D 3161 (TAS -107)
ASTM E 108
12/21/09
02/21/12
09/25/14
05/12/14
09/27/13
09/27/13
09/25/14
05/21/14
09/25/14
02/23/11
01/04/09
04/12/11
Miar�e-®a®E coura'ev
NOA No.: 16-0329.13
Expiration Bate: 05/05/21
Approval Date: 04/21/16
Page 2 of 4
1 �F
I . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail W, attached.
5. Nailing shall be in compliance with Detail W, attached.
Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County
Product Control Approved".
Rai e,l.*.6
`� APPROVED
Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOr� No.: 16-0329.13
",
Cou�s`ry Expiration hate: 05/05/21
Approval Irate: 04/21/16
Page 3 of 4
Lj1-
OF ROOF
—24" Note: Roofing Cement not shown in this layout.
This drawing is for course layout only. See Detail B
'--------- for nailing and cement placement details.
14° �j%/�� THIRD COURSE
i
SECOND COURSE
`/i
=1RST COURSE ism M %i FEMME M
40 $"
-
311
13
L6 8' 5$ EXPOSURE
MIAMI•DADE COUPJT`f
NOA leo.: 16-0324.13
" ® ® Expiration Date: 05/05/21
Approval Date: 04/21/16
Page 4 of 4