HomeMy WebLinkAboutSUBMITTED PAPERSJ ti�
DATE: 1'� 1 ti FEES DUE: -I o ] u RECEIPT #: -11 a a Permit #: 1 y o3.
Planning & Development Services Department
0 101 1 V Building & Code Regulation Division
2300 Virginia Avenue SC
Ft. Pierce, FL 34982-5652 q�NED
TeL 771 462-1553 g
APPLICATION FOR ROOF PERMIT st` Lucie County
SEE REVERSgg SIDE FOR INSTRUCTIONS
1. Location/Site Address: 50 R &e- o,4r/os AW Aa l /r-c -r
2. Parcel ID Number: 13 a /-
Office Use
Only
Section
Township
Range
Map Page
Zoning
Land Use
Initials
3. Description of Project or Work Activity:
4. Total Roof Area (square feet): 1 ?,6 c 5. Roof Pitch: � l Z / Z
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [ ] Modified Bitumen [ 4 Other v i y �
[ ,4Product Approval required for all types of Roofing Material (2 Sets)
] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name: n71¢1*1,e- dk cyt /j/
Address: -7,S-,r S'g.
City: &Z /liwc t, State:
Zip:
Phone: 19 = i/ X 95 "
9. Value of Construction: $ 2:74--Q, a D
FL Reg/Cert #: C6C ac,,39 7
County Cert #:
Business Name: ��as vov/or AAA
Cell
Cell Phone: 7�,a aZ6o-57S-7
* *Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that al of the information contained in thus ap is on is correct and that all work will be
r done in com cc 1 appl cable 1 ws regulati co ction and zoning.
O "1j
PRINT QUALI'AW slGN494 of Q ER/OWWR
STATE OF FLORIDA, COUNTY OFA&ZI, I �A a
ACKNOWLEDGED BEFORE ME THIS ?t?_ DAY OF I Ct-A,�O, 20h-' BY
1/41
WHO IS PERSONALLY KNOWN t/ TOME OR HAS PRODUCED AS IDENTIFICATION
SIGKATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY
r r , ��;,, y a RICO CARL COCHRAN
COMMISSION NUMBER I' /' G %S'T? ;yp Now, roNC . Stye of Fbrlds
Cpw,1Eoms Apr 26, 2018
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCE E tE�bbil ldibllStQTAWG WICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN 1 R
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
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}
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit #,Y—C— lLlaj-023 7
RECEIV!.-p MAR 2 0 Z014
I, _QqT q 14ibsl, /, , licensed as a(n)Contractor*/Engineer/Architect
(Please print name & circle license type) *FS468 Building Inspector
*General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about 3/Za /�54 . 1 did personally inspect the roof deck nailing
( Date)
work at: _ a�' 3,g, C.. CiX S p�
(Job site address)
Based upon that examinati
Migati?%Retrofit Manual
and Seal
STATE OF FLORIDAyy�A
COUNTY OF
I have determined the installation was done according to the Hurricane
on 553.844 F.S.)
a c <2jg390
License #
Sworn t�ggand subscJr bed before me this Off' day of Y���/� 7 20�
by��`�- rha�o if Who is personally known to me or who has produced
as identification.
Notary Public, State of Florid�,�
Signature of Notary:
-m
Commission Number: (Seal)
En 01/19/2011
ROY CARL COMA
ftWF Flo • NO of AwIft
MY Comm. EWW Apr 26. M4
;N •.
COmmluln 0 FF 01Mis
JOSEPH E. SMITH, CLE]' )F THE CIRCUIT COURT - SAINT;` )IE COUNTY
FILE # 3923964 OR BG_ 3603 PAGE 407, Recorded 02/,-___/12014 at 01:31
NOTICE OF COMMENCEMENT
Permit No. LJd3'0°Z�L T.Fa. N..1301- fo0/-- &09-
State of Florida County of St. Lucie
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 Desoriptlon of Pr (and street address if av ilab e):
/[Ywoe.!/ �A✓/! N�-.it x - �/� 4 [Z __Si IhRJo /3 //i/n�� SOY %G4N^ ai3�
General description of Improvement: �/J�ii/C�% 1<.-/ O f^ / D O + J l/ Qry^ti
Owner Information or Lassen �rryytlon ff the lessee contracted for the Improvement:
Name M41aV. nitro%i
Address '79P9' C,Q/.. Car of Pr !ro f /vrcY r� 3�f9S%
Interest in property: 6-C'-' rs.r
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Name: Co 67`� L't/cb tJ�o�d., o✓ J
Contractor Address: ai42 S Sw79' 6/1 Phone Number: 772. 246•57$
Surety (if applicable, a copy ofthe payment bond Is attached): Amount of bond: $
Name and address:
Lender Name: _
Lender's address:
Number.
Persons within the State of Fiorkfa designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(1) (47„ Florida Statutes:
Name: Phone Number.
Address:
In addition to hirnseff or herself, Owner designates
Uenors Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner.
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final paymentto the
contractor, but will be 1 year from the date of recording unless a different date is specified) TNn.. 2.a._ 2d. / f
WARNING TO 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, FLORIDA STATURES, 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. iFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowledge and belief.
> > c
of Owner or ee, or Owner's or Lessee's Authorixad
(Signatory's Title/office)
The foregoing instrument was acknowledged before me this ot. / day of3&--.—c, 20JT
RICKY CARL COCHRAN
Roluy Public • State of Florida
My Comm. Expires Apr 26, 2011
Commission 0 FF 07903
6pgldTirou� National Nolay AN
BVOLPIn/%,(-(e LY for � Cl��
Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
Personally known or produced Identification_
(SIgnVdFe of NotaryPublic- State of Flodda)
(Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced
STATE OF FLORIDA
ST. LUCIE COUNTY
T . S ISXCERTIFYT AT THIS
TRUE AND CORRECT OPY OF,
1
FILE Copy
Gary Powell
Architecture and planning
16 South River Road
Sewalls Point, Florida. 34996
Ph. 772-223-1755
March 5, 2014
To: Ft. Pierce
Building & Zoning Department
Ft. Pierce, Florida
Ref: A & P Construction
Marie Buchek residence:
7508 San Carlos Dr.,
Ft. Pierce, Florida
To whom it may concern:
1. This installation is a (Metal Sales Manufacturing Co. —26 ga. 5 v crimp metal roofing w/
'Screw pattern 12" in field and 6" on edges. FI. approval #15478.1)
2. TU Poly Glass rubber SWSR underlayment (FI. Approval # 5259-R18) on 5/8" cdx. Plywood
Sheathing being renailed w/ 8d ring shanked galy. nails at 4° oc. within 5'-0" of edge and
balance at 6" oc.
Roof slope: 4 1/2 / 12
If there are any further questions please feel free to call my office at 772-223-1755
Thank you:
Gary Powell
Architect
reg. # 12125
* -- FILE COF I
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. 5V-CRIMP PANEL'
FLORIDA PRODUCT APPROVAL
FL 15478.1
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Report No. C1842-1
Date: 4.21.12
� , GKALIJVy�Of,
ko
�� No •62240 6.
a.
• STATE OF : lui 2.
0 .'•A-L O R �0����'�aa�.•���
A-. 2 -%. 2G 1 Z
FL 15478.1
C1842-1
4.21.12
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 19/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2010.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5. Required
for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2
Design Uplift Pressure: 74.8 psf @ fastener spacing of 16" o.c.
(Factor of Safety = 2) 196.75 psf @ fastener spacing of 8" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8".
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2010 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2010 Section 1505 and current
FL 15478.1
C1842-1
4.21.12
Page 3 of 3
approved roofing materials directory or ASTM E108/ JL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125-03 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T240-09, Reporting Date 9/22/09
Hurricane Test Laboratory, LLC
Project No. 0103-0712-09, Reporting Date 9/1/09
r
FILt Copy
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
TRINITY � 353 CHRISTIAN STREET, UNIT #13
ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report 1212060.02.09-1113
150 Lyon Drive FL5259-RlS
Fernley, NV 98408 Date of Issuance: 02/24/2009
Revision 13: 04/26/2013
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 and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: Polyglass Roof Underlayments
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. 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 "TrinitylERD 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 10.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE2983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 04/26/2013
This does not serve as an electronically signed
document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. TrinitylERD is not owned, operated or 6 ' rolled 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.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments,
demonstrated compliance with the following sections
accordance with the following Standards. Compliance
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
rTRINITY ERD
as produced by Polyglass USA, Inc., have
of the Florida Building Code through testing in
is subject to the Installation Requirements and
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
Accelerated Weathering
ASTM G155
2005
1504:3.1
Wind Uplift
FM 4474
2004
1507.3.3
Installation Practice
FRSAfrRI 07320
2005
1523.6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
Entilly
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)
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
PUSA7028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST 5878)
Physical Properties
PUSA-061-02-02
01/28/2008
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
]X20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14E8A
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
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
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
11/30/2009
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 6649)
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
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)
Physical Properties
P45370.04.13
04/26/2013
ICC-ES (EVL 2396)
IBC Compliance
ESR-1697
09/01/2012
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 P12060.02.09-11113
Certffcate of Authorization #9503 FL5259-RlB
Revision 13: 04/26/2013
Page 2 of 10
�PTRINITYJERD
Entity 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 Mechanically Fastened Underlayments:
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 -Adhering Underlayments:
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
l 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 Pol stick TU Plu 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/m2 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 PrOTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane,
fiberglass reinforced, with a polyester fabric surface.
4.2.9 Tile ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane,
fiberglass reinforced, with a polyester fabric surface.
4.3 Mechanically Fastened and/or Bonded Underlayments:
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.
S. 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 P12060.02.09-11113
Certificate of Authorization #9503 FL5259-R18
Revision 13: 04/26/2013
Page 3 of 10
V TRINITY I ERD
Table 1: Roof Cover Options
Underlayment
Asphalt
Nail -On Tile
Foam -On
Metal
Wood
Shakes &
Slate
Shingles
Tile
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 es
5.Polystick
No
Yes
Yes
TU P
Yes
Yes
Yes See 5.4.1
No
Yes
Yes
Polystick TU Plus
Yes
Yes
See es
5.Polystick
Yes
Yes
Yes
TU Max
No
Yes
Yes See 5 4.1
No
No
No
Dual Pro
Yes
Yes
No
Yes
Yes
Yes
Tile Pro
Yes
Yes
Yes See 5.4.1
Yes
Yes
Yes
Elastoflex S6 G
Yes
Yes
See es
5.Elastoflex
No
Yes
Yes
S6 G FR
Yes
Yes
No
No
Yes
Yes
Polyflex G
Yes
Yes
See es
5.Polyflex
No
Yes
Yes
G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes See 5.4.1
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 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.
➢ 3MTm 2-Component Roof Tile Adhesive AH-160: Polystick TU Max
➢ Dow TileBond: Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
➢ Convenience Products' Touch `n Seal Storm Bond 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 P12060.02.09-1113
Certificate of Authorization #9503 FL5239-RlS
Revision 13: 04/26/2013
Page 4 of 10
FTRINITYIE'RD
5.5 Allowable substrates are noted below:
5.5.1 Direct -Bond to Deck:
Polystic c a I 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;
➢ 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 require 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 S6 G or S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: 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 psf.
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 Design Pressure = -135 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AH].
Primer: (Optional) ASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SAN 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 P12060.02.09-1113
Certificate of Authorization #9503 FL5259-RlB
Revision 13: 04/26/2013
Page 3 of 10
TRINITY I 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 Polystick MTS IR-Xe TU TU P TU Plus TU Max Polyflex SAP or SAP FR. Mule -Hide
SA-APP Cap Sheet or SA-APP Cap Sheet (FRI. 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, 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
6.4.2.2 All seal -lap seams (selvage laps) must
be firmly rolled with a minimum 28 lb.
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).
View of Ovelap Seam of Dual Pro and Tile Pro
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-11113
Certificate of Authorization #9503 FL5259-RlS
Revision 13: 04/26/2013
Page 8 of 10