HomeMy WebLinkAboutSUBMITTED PAPERSDATE: ES DV RECEIPT #: Permit #:
Planning & Development Services Department
�- O/50s
p Building & Code Regulation Division S
o e 2300 Virginia Avenue CANNED
Ft. Pierce, FL 34982-5652 B y
Tel. 772462-1553
APPLICATION FOR ROOF PERMIT st LuC1° County
6 3 SEE REVERSE SIDE FORJ[JSUCTIONS
1. Location/SiteAddress: ! //��T�,P�a�v
2. Parcel ID Number: R 3l3 - /,;4e- 000y- O00 -G
3.
4.
Office Use
only
t
�NR' 1
IWI ��11Kul1
iX
Description of Projector Work Activity: / -�-�t� �/rcF/%077,
Total Roof Area (square feet): 3tl00 5. Roof Pitch: OIZ2
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel Modified Bitumen V] Other 57 v Cr,mp
[?�]Product Approval required for all types of Roofing Material (2 Sets) Me4xkL
] 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: IWICHA—El- r- PST 4,V ' FL Reg/Cert #•
Address: & �--450-N AD • County Cert #:
City: ;Fae-7 f/ E Z. C is
State: Fl-
Zip: 3 se9y7 Phone: 72D. - Sao'- o 5e07
9. Value of Construction: $ l 6, �00
Cc C lama,, n
o2 31b?5
Business Name:
Cell Phone:
��t/gv�ye�P�Par�Frv�C� 71S•V • cav►')
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be
done in compliance with all applicable regulating construction and zoning.
PRINT QUALIFIERS/OWNERS NAME SIlGNNATURE OF QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF �
ke
A O EDGED BEFORE ME THIS DAY OF 20 / q, BY `ta It r A
H I ERSON LLY TO OR HAS P UCED �. '�J3 XNTIFICARfi NA ALTMAN
Notary Public - State of Florida
My Comm. Expires Apr 14, 2016
NATURE OF N AR TYPE OR PRINT NAME OF NOTARY
.'''�Of F��Commission # EE 177163
Bonded Through National Notary Assn.
COMMISSION NUMBER
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
JOSEPH E. SMITH, CLERKOFTHE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3915155 OR BO(� °595 PAGE 1092, Recorded 01/14/2014 10:23 AM
Permit No,
State of Florida County of St. Lucie
NOTICE OF COMMENCEMENT
Tax Folio No. 031.3 ay - 00 -y- 000- �
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.
3 s a 9 S 1AC �� a Ac `� a 6Ac
Legal Description of Property: (and street address if liable): /vt' Yv C,.o. Ac 0,9 9YY'
_(do3 a s P, l �s 4.0 G.L ;r r'�. G1 3,/4,gl
General description of Improvement: A/ tw 0tr7P
Owner Information or Lessee Information If the Lessee contracted for the Improvement:
Name M+cAce L t' P4Km y✓
Address Co 3 Ir P ��5.� ,:_ 3 v q (67
Interest in property: OW- I)EA _
Name and address of fee simple titleholder (if different from Owner listed above):
Contractors Name: D/gU -T—,
Contractor Address: /L2o .czw &,4vC!`r _Wrr `ti cr% Phone Number: In -
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number.
Lenders 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 Number:
Address:
In addition to himself 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 payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
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 STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTSTO 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.
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 =1edgeief.
X
ignature of Owner or Lessee, o Owners or Lessee's Authorized Officer/Director/Partner/Manager
QC.clt!�
(Signatory's Title/Office)
The foregoing Instrument was acknowledged before me this R day of��' , 20 -';'
gy /Cf CRP£ as QC4.).oER for
of Person Type of authority (e.g. officer, trustee) Parry on behalf of whom Instrument was executed
Personally known_ or produced Identification_
(Signature of Notary Public - State of Florida) � Wary Public quits of Fb,ie�
(Print, Type, or Stamp Commissioned Name of Nota Iy l Lynn Ellen Butcher T f Identification produced Q
My Commiwion EE 539117
Oi Erpirn 1Ntoliole
STATE OF FLORIDA
ST. LUCIE COUNTY
Tu:"a; Tn r.l=;:'flrV TMATTMIS IS A
Property Appraiser - StLucie County, FL
http://www.paslc.org/paslc/prc.asp?prclid=231312400040006
PROPERTY RECORD CARD
Michael R Peterman Record:1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Pernrts Horne Print
Property identification
Site Address: 6395 PETERSON RD ParcellD: 2313-124-0004-000-6
Sec/Town/Range: 13 :35S :39E Account #: 13675
Map ID: 23/13N Use Type: SF Res Q
Zoning: AR-1 - CO City/Cnty: Saint Lucie County
Ownership and Mailing Legal Description
Owner. Michael R Peterman Teresa K Peterman 13 35 39 S 1 AC OF N 2 AC OF S 3AC OF W 1/2 OF E 1/2 OF NW 1/4 OF
Address: 6395 Peterson Rd NE 1/4 (1.00 AC) (OR 944-261)
— - Fort Pierce FL-34947-4319 - - - -
Sales Information Assessment 2013 Total Land and Building
Date Price Code Deed Book/Page 2013 TRIM: 98800 Land Value: 12800 Acres: 1
2/17/1995 15000 00 WD 0944 / 0261 Assessed: 98800 Building Value: 86000
4/1/1976 10000 00 CV 0251 / 1299 Ag.Credit: 0 Finished Area: 1641 SgFt
Exempt: 50000
Taxable: 48800
Taxes: 1169.72
BUILDING INFORMATION
1
Exterior Features
View:
-
RoofCover:
SD - Dim Shingle
RootStruct:
GA- Gable
ExtType:
HC- -HC-
YearBit:
1997
Frame:
-
Grade:
C- - C-
EftYrBlt:
1997
PrimeWall:
WS - Wood/Sheath
StoryHght:
0010 -1 Story
No.Units:
1
Sec Wall:
-
Interior Features
BedRooms:
3
Electric:
MX- MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA- FrcdHotAir
AvgHYFI:
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Iterns
Land Information
Type
Y/S Qty.
Units Qual. Cond.
YrBlt.
No. Use Type
Type
Measure Depth
ENC2 - POOL ENC-AVG
Y 1
605 AV AV
2004
1 0100-SF Res
537 -Acres
1
SWAV - RES POOL AVG
Y 1
240 AV AV
2004
PA01 - POOL DK-AVG
Y 1
365 AV AV
2004
PHTR - POOL HEATER
Y 1
1 AV AV
2004
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS
NOT WARRANTED.
1 of 1 10/25/2013 6:24 AM
Planning 8s Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 349182
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPEMON AFFIDAVIT
Re: Permit #
1, licensed asIFS)C�
ontractor* ngineer/Architect
(Please print name & circle license type) ul ding Inspector
*General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about 313o? 1 .201* ,1 did personally inspect the roof deck nailing
(Date) %� / {�
work at: jam ,3q 5- 1-PT,eYsoh 1c�
(Job site address)
Based upon that examination I have determined the installation was done according to the current
edition of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is
most strigent).
Signature and Seal License #
STATE OF FLORIDA
COUNTY OF n
Sworn to and subscribed before me this day of A--pr l 1 20jq
by ilr U Who is personally known to me or who has produced
�t-`�Yldrrt'S L1CC'i7� as identification.
Notary Public, State of F o ida
Signature of Notary: 'U .off>RYPt, e1,., JENNIFER WETTER
Commission Number'"E E U-1 I -"IQ (s ahy Notary Public - State of Florida
o My Comm. Expires Sep 1, 2015
:Nf CCU
En 01/19/2011 Commission # EE 127172
Bonded Through National Notary Assn,
RECEIVED APR 012014
Joe Cicio
From: Dan Butcher Roofing, Inc. <danbutcherroofing@msn.com>
Sent: Monday, March 17, 2014 2:28 PM
To: Joe Cicio
Subject: RE: Permit Number 1401-0146
Attachments: FL10626_R8_II_er012813FINAL_GAF_Underlayments_FL10626-R8 (VersaShield).pdf
Joe,
We will be using VersaShield as the fire barrier. Attached is the Florida Building Code Product Approval
#FL10626-R8 for the VersaShield. The VersaShield will go between the 30# felt and the metal roof.
Any other questions or info needed, please contact me.
Thank you,
Dan Butcher
Dan Butcher Roofing, Inc.
From: cicioi@stlucieco.orR
To: danbutcherroofing@msn.com
CC: cicioi@stlucieco.org
Subject: Permit Number 1401-0146
Date: Mon, 17 Mar 2014 15:14:14 +0000
Dan,
I still need the fire barrier for the metal roof system,
Please e-mail me the product approval and address comment #6 . Everything else seems to be in order
Thanks
Jasepk A. Gdctiv,
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462--155 772-462--1553
Jet
v���evaed� G
�eY►e�redBy� �
s
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and 1
1
or copying. Your e-mail communications will be subject -To public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
QOTRINITYIERD
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX:(203) 262-9243
EVALUATION REPORT
GAF
1361 Alps Road, Building 7-3
Wayne, NJ 07470
Evaluation Report 01506.04.08-118
FL10626-R8
Date of Issuance: 04/25/2008
Revision 8: 01/28/2013
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: GAF 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 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
+ _
The facsimile seal appearing was authorized
_
.. `_r�_`pF✓✓: j j�4 r
by Robert Nieminen, P.E. on 01/28/2013
IV -`
This does not serve as an electronically signed
document. Signed, sealed hardcoples have been
�ftpL+�++`T
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 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.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, 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
1507.2.4, 1507.2.9.2,
Physical Properties
ASTM D1970
2001
1507.5.3,
1507.2.3
Physical Properties
ASTM D6757
2007
1523.6.5.2.1
Physical Properties
TAS 103
1995
1507.3.3
Installation Practice
FRSA/TRI 07320
2005
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST 6049)
Physical Properties
G12210.06.09
08/03/2009
PRI (TST 5878)
Physical properties
GAF-026-02-01
03/26/2002
PRI (TST 5878)
Physical properties
GAF-027-02-01
03/26/2002
PRI (TST 5878)
Physical properties
GAF-042-02-02
03/12/2004
PRI (TST 5878)
Physical properties
GAF-042-02-01
06/03/2005
PRI (TST 5878)
Physical properties
GAF-154-02-01
02/06/2007
PRI (TST 5878)
Physical properties
RGM-023-02-01
02/09/2007
PRI (TST 5878)
Physical properties
ELK-311-02-01
09/11/2007
PRI (TST 5878)
Physical properties
GAF-238-02-01
03/03/2010
PRI (TST 5878)
Physical properties
GAF-275-02-01
11/11/2010
PRI (TST 5878)
Physical properties
GAF-349-02-01
06/19/2012
ITS (TST 1509)
Physical properties
3077464-002
09/14/2005
ITS (TST 1509)
Physical properties
3077464-02
01/09/2006
UL (TST 1740)
Physical properties
02NK22569
06/04/2002
UL (TST 1740)
Physical properties
1ONK11990
05/18/2011
Miami -Dade (CER 1592)
HVHZ compliance
11-1110.09
01/26/2012
ICC-ES (EVL2396)
IBC compliance
ESR-1322
01/01/2011
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R10689, Hickory, NC
05/30/2012
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R10689, Fresno, CA
08/24/2012
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R1306, Conover, NC
08/29/2012
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R1306, N. Bay, ON
09/05/2012
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R10689, Conover, NC
09/06/2012
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R10689, N. Branch, NJ
09/25/2012
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R10689, Mt. Vernon, IN
10/01/2012
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R10689, Mission, BC
10/18/2012
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R10689, Pryor, OK
10/23/2012
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 LibertyTM SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced,
self -adhering SBS modified bitumen roof underlayment.
4.1.2 Ruberoid@ SA Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering
SBS modified bitumen roof underlayment.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R8
Certificate of Authorization #9503 FL10626-R8
Revision 8: 01/28/2013
Page 2 of 9
4.1.3 StormGuard@ Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen roof underlayment. StormGuard@ is also used as a secondary water barrier
to seal roof decks.
4.1.4 UnderRoofTm 2 Leak Barrier is a spun -bond -glass -reinforced -polyester -mat -surfaced,
composite -reinforced, SBS self -adhering modified bitumen roof underlayment.
4.1.5 UnderRoofTm HT Leak Barrier is a polyester -mat -surfaced, fiberglass -reinforced, self -
adhering SBS modified bitumen roof underlayment.
-- - -- 4.1-6 — Weather Watch® Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering
SBS modified bitumen roof underlayment. WeatherWatch@ is also used as a secondary water
barrier to seal roof decks.
4.1.7 Weather Watch@ XT Leak Barrier is a coated -mat -surfaced; fiberglass -reinforced, self -
adhering SBS modified bitumen roof underlayment.
4.1.8 StormFlashTM is a polyester surfaced, fiberglass reinforced, self -adhering SBS modified
bitumen sheet material for use as a moisture barrier. May be used as a secondary water
barrier to seal roof deck systems.
4.2 Mechanically Fastened Underlayments:
4.2.1 VersaShield@ Underlayment or VersaShield@ Fire -Resistant Roof Deck Protection is a
non -asphaltic, fiberglass -based roof underlayment and/or fire barrier.
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 or test report from accredited testing agency for fire ratings of this
product.
5.3 GAF 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 AHJ for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Allowable roof covers applied atop GAF Roof Underlayments are follows:
5.4.1
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On
Tile
— --
Metal>
Wood
Shakes &
Shingles
Slate or
Simulated
Slate
�SaShieldg r
Yes
No
No
j o �'
No
No
Liberty'"' SBS Base/Ply
Yes
No
No
No
No
No
Ruberoid@ SA Base/Ply
Yes
No
No
No
No
No
StormGuard@
Yes
No
No
Yes
No
No
UnderRoof'" 2
Yes
Yes
Yes
See 5.4.1
No
No
Yes
UnderRoof" HT
Yes
No
No
Yes
No
No
Weather Watch@
Yes
No
No
No
No
No
Weather Watch@ XT
Yes
No
No
No
No
No
"Foam -On Tile" is limited to use of Polyfoam PolyPro AH160 unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-RS
Certificate of Authorization #9503 FL10626-R8
Revision 8: 01/28/2013
Page 3 of 9
5.5 Allowable substrates for LibertyTM SBS Self -Adhering Base/Ply Sheet; Ruberoid@ SA Base/Ply
Sheet; StormGuard@ Leak Barrier; UnderRoofTM 2 Leak Barrier; UnderRoofTM HT Leak Barrier;
Weather Watch@ Leak Barrier; Weather Watch@ XT Leak Barrier and StormFlashTm are noted
below:
5.5.1 Direct -Bond to Deck:
➢ New untreated p-lywood; _ - -
➢ Existing untreated ASTM D41 primed plywood.
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 Desion Pressure = -45 Dsf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Underlayment: UnderRoofT" 2 Leak Barrier, self -adhered
5.5.3 Bond to Mechanically Attached Base Underlayment:
➢ ASTM D226, Type II felt.
➢ StormSafeT" Anchor Sheet
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.
5.5.4 Bond to Other Substrate Types:
➢ ASTM D41 primed metal (flashing metal, valley metal, etc.)
5.6 Exposure Limitations:
5.6.1 LibertyTM SBS Self -Adhering Base/Ply Sheet; Ruberoid@ SA Base/Ply Sheet; StormGuard@
Leak Barrier; UnderRoofTM HT Leak Barrier; Weather Watch@ Leak Barrier; Weather Watch@
XT Leak Barrier; and StormFlashTM shall not be left exposed for longer than 30-days after
installation.
5.6.2 VersaShield@ Underlayment; VersaShield@ Fire -Resistant Roof Deck Protection and
UnderRoofTM 2 Leak Barrier shall not be left exposed for longer than 180-days after
installation.
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.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-118
Certificate of Authorization #9503 FL10626-R8
Revision 8: 01/28/2013
Page 4 of 9
6
TABLE 2: TILE SYSTEM OPTIONS PER FRSA/TRI 07320/8-05
System
Underlay
Option
Section
Reference
Roof Underlayment(s)
System One:
Self -Adhered
Mechanically Fastened
5
3.02E
Underlayment
UnderRoof'" 2
Tile, Unsealed or
Sealed Underlayment_
6
3.02F
No. 30 / Self -Adhered _
Base Layer: ASTM 226, Type II felt or StormSafeT"
System --
Underlayment
Top Layer: UnderRoofT" 2
System Two:
4
3.02D
Self -Adhered
UnderRoofT" 2
Mechanically Fastened
Underlayment
Tile, Sealed
5
3.02E
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt or StormSafeT"
Underlayment System
Underlayment
Top Layer: UnderRoofT" 2
System Four "A":
4
3.02D
Self -Adhered
UnderRoofT" 2
Adhesive -Set Tile,
Underlayment
Unsealed or Sealed
5
3.02E
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt or StormSafe@
Underlayment System
Underlayment
Top Layer: UnderRoofT" 2
System Four "B":
3
3.02C
Self -Adhered
UnderRoofT" 2
Adhesive -Set Tile,
Underlayment
Sealed Underlayment
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt or StormSafe@
System
4
3.02D
Underlayment
Top Layer: UnderRoof " 2
INSTALLATION:
6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation
instructions 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 Install self -adhering underlayments when ambient temperatures are minimum 450F and
rising.
6.4 All metal surfaces shall be primed with TopCoat@ Matrix'"' 307 Premium Asphalt Primer or
alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes.
6.5 VersaShieldT" Underlayment or VersaShieldO Fire -Resistant Roof Deck Protection:
6.5.1 Install VersaShield@ Underlayment or VersaShield@ Fire -Resistant Roof Deck Protection in
compliance with manufacturer's published installation instructions and the requirements for
ASTM D6757 underlayment in FBC Section 1507.2.3 for the type of prepared roof covering to
be installed. A double layer is required for 2:12 < roof slope < 4:12. No hammer tacks or
staples are permitted
6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyT"'
SBS Self -Adhering Base/Ply Sheet; Ruberoid@ SA Base/Ply Sheet; StormGuard@;
UnderRoofT" 2; UnderRoof l HT; Weather Watch@ or Weather Watch@ XT at vulnerable leak
areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves
and valleys, install the leak barrier prior to installation of the underlayment. Along the rake,
install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak
barrier over the underlayment and exposed decking. At other areas, install the leak barrier
over the underlayment.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-1118
Certificate of Authorization #9503 FL10626-RB
Revision 8: 01/28/2013
Page 5 of 9
6.6 LibertyTM SBS Self -Adhering Base/Ply Sheet or Ruberoid SA Base/Ply Sheet:
6.6.1 Install LibertyTM SBS Self -Adhering Base/Ply Sheet or Ruberoid SA Base/Ply Sheet in
compliance with manufacturer's published installation instructions and the requirements for
ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to
be installed.
6.6.2 The minimum and maximum_ roof slopes_ are 1/2:12 and 6:12, respectively. Back -nailing -.is
required when slope is 1.12 or greater. Back -nailing shall consist of minimum 1-inch square
or round cap nails spaced 18" o.c. within 3-inch side laps.
6.6.3 For non -tile applications: direct to deck:
For direct -bond to deck applications plywood shall be primed with TopCoatO MatrixT"^ 307
Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at 1/2 to 3/4 gallon per
square.
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Roll out sheet and allow to `relax' for min. 30 minutes. Remove the lower piece of release
film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place
12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip
edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling
of TopCoatO Matrix1m 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart.
Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a
hand roller to firmly bond side and end laps.
6.6.4 For non -tile_ applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeT""
Anchor Sheet in accordance with Section 6.6.
Install LibertyT`" SBS Self -Adhering Base/Ply Sheet or Ruberoid SA Base/Ply Sheet over the
mechanically attached anchor sheet as noted above.
6.7 StorrnGuardO Leak Barrier:
6.7.1 Install StormGuard@ Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for
the type of prepared roof covering to be installed.
6.7.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap
nails spaced 18" o.c. within 3-inch side laps.
6.7.3 For non -tile applications, direct to deck:
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-
inch over the eave and nail into place 12" o.c. Remove the top piece of release film and
bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of TopCoatO MatrixTm 201 Premium SBS Flashing
Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart.
Use a hand roller to firmly bond side and end laps.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-118
Certificate of Authorization #9503 FL10626-RB
Revision 8: 01/28/2013
Page 6 of 9
TRIi rry I ERD
6.7.4 For non -tile applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM
Anchor Sheet in accordance with Section 6.6.
Install StormGuard® Leak Barrier over the mechanically attached anchor sheet as noted
above.
6.8 UnderRoofTM 2 Leak Barrier:
6.8.1 Install UnderRoofTM 2- Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for
the type of prepared roof covering to be installed.
6.8.2 The minimum and maximum roof slopes are 2:12 and 12:12, respectively. Back -nailing is
required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square
or round cap nails spaced 12" o.c. within 4-inch side laps.
6.8.3 For the roof installations:
Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2
herein, using the instructions noted herein as a guideline. Tile shall be loaded and staged in
a manner that prevents tile slippage and/or damage to the underlayment.
6.8.4 For non -tile applications, direct to deck:
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-
inch over the eave and nail into place 12" o.c. Remove the top piece of release film and
bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of TopCoat@ MatrixTM 201 Premium SBS Flashing
Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 3-feet apart. End laps shall be
sealed with a 1/161h to 1/81h inch thick trowel application of TopCoat@ MatrixTM 201 Premium
SBS Flashing Cement.
Use a hand roller to firmly bond side and end laps.
6.8.5 For non -tile applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM
Anchor Sheet in accordance with Section 6.6.
Install UnderRoofTM 2 Leak Barrier over the mechanically attached anchor sheet as noted
above.
6.9 UnderRoofTM HT Leak Barrier:
6.9.1 Install UnderRoofTM HT Leak Barrier in compliance with manufacturer's published installation
instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for
the type of prepared roof covering to be installed.
6.9.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back -nailing is
required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square
or round cap nails spaced 12" o.c. within 4-inch side laps.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-118
Certificate of Authorization #9503 FL10626-RB
Revision 8: 01/28/2013
Page 7 of 9
6.9.3 For non -tile applications, direct to deck:
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-
inch over the eave and nail into place 12" o.c. Remove the top piece of release film and
bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements: Install 1/8-inch troweling- of TopCoat@ FlexSeal" Caulk Grade over drip
edge.
Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 3-feet apart.
Use a hand roller to firmly bond side and end laps.
6.9.4 For non -tile applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM
Anchor Sheet in accordance with Section 6.7.
Install UnderRoof m HT Leak Barrier over the mechanically attached anchor sheet as noted
above.
6.10 Weather WatchO or Weather WatchO XT Leak Barrier:
6.10.1 Install Weather Watch@ or Weather Watch@ XT Leak Barrier in compliance with
manufacturer's published installation instructions and the requirements for ASTM D1970
underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.10.2 Weather Watch@ Leak Barrier may be installed as a secondary water barrier using minimum
4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment
system.
6.10.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap
nails spaced 18" o.c. within 4-inch side laps.
6.10.4 For non -tile applications, direct to deck:
Prior to removal of release film, align sheets properly starting at the low -point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-
inch over the eave and nail into place 12" o.c. Remove the top piece of release film and
bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of TopCoat@ MatrixTm 201 Premium SBS Flashing
Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum
6-inch end -laps. Ensure all end laps are staggered at least 18-feet apart:
Use a hand roller to firmly bond side and end laps.
6.10.5 For non -tile applications, to mechanically attached anchor sheet:
Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM
Anchor Sheet in accordance with Section 6.6.
Install Weather Watch@ or Weather Watch@ XT Leak Barrier over the mechanically attached
anchor sheet as noted above.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-118
Certificate of Authorization #9503 FL10626-R8
Revision 8: 01/28/2013
Page 8 of 9
`J TRINITY I ERD
6.11 StormFlashTM:
6.11.1 Install minimum 4-inch wide StormFlashTM in compliance with manufacturer's published
installation instructions over the joints of the plywood roof deck prior to installation of
subsequent mechanically attached or self -adhering underlayments. Do not overlap end or
side joints; all end and side laps shall be butted firmly, flush, side -by -side.
--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.
S. 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 manufacturer or the named QA entity for information on plants covered under Rule 9N-3
QA requirements.
10. QUALITY ASSURANCE ENTITY:
UL, LLC. - QUA9625; (847) 664-3281
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R8
Certificate of Authorization #9503 FL10626-R8
Revision 8: 01/28/2013
Page 9 of 9
2/7/2014
Comment:
Comment:
2/7/2014
Comment:
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2!7/2014
Comment:
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2/7/2014
2/7/2014
Comment:
2 7/2014
Comment:
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(J
'Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL. 34982
Phone:(772)462.2172 Fax:(772)462-6443
PROPERTY INFORMATION
Address: 6395 Peterson Rd
City / State / Zip: Fort Pierce, FI 34947
Parcel #: 2313-124-0004-000/6
Zoning: RS-2
APPLICATION INFORMATION
Permit Number: 1401-0146
Permit Type: ROOF - METAL
CONTRACTOR INFORMATION
Contractor Name: Butcher Danny S
Business Name: Dan Butcher Roofing Inc
Business Addr: 1620 Sw Beverly Terr
City / State / Zip: Stuart, FI 34997
REVIEWS AND COMMENTS
Review Tvoe Status
FRONT COUNTER REVIEW COMPLETE
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Joe Clcio 216/2014
2/7/2014 Comment: CONTRACTOR TO IDENTIFY THE SQUARE FOOTAGES OF THE FLAT AREAS AND THE SLOPED [ METAL ]
AREAS OF THE ROOF
WHICH TITANIUM ROOF UNDERLAYMENT ARE YOU PROPOSING
CONTRACTOR TO IDENTIFY WHICH TABLE NUMBER AND SYSTEM TYPE IS PROPOSED FOR THE
POLYGLASS COVERINGS' DEPENDING UPON THE SYSTEM YOU MAY BE REQUIRED TO PROVIDE UP -LIFT
TESTING PER LIMITATIONS IN PRODUCT APPROVAL
SUBMIT A ROOF PLAN IN DUPLICATE BY A FLORIDA LICENSED DESIGN PROFESSIONAL FOR THE FLAT
ROOF SYSTEM DESIGNED PER CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE7-10 CRITERIA.
SHOW ALL ROOF ZONES DIMENSIONED WITH THE CORRESPONDING DESIGN PRESSURES FOR EACH
ZONE . ONCE THIS HAS BEEN CALCULATED WE THEN MAY APPLY THE APPROPRIATE SYSTEM WITH
TESTED DESIGN PRESSURES' INCLUDE THE WINDSPEED AND EXPOSURE OF THE SITE WITHIN THE
REPORT PER FLORIDA BUILDING CODE 1603
SUBMIT A ROOF PLAN BY A FLORIDA LICENSED DESIGN PROFESSIONAL IN DUPLICATE FOR THE SLOPED
ROOF METAL SYSTEM. SEE DESIGN PROCEDURE IN THE PRODUCT APPROVAL SHEETS. DESIGN IN
ACCORDANCE WITH FBC CHAPTER 16 AND ASCE7-10 FOR ROOF CLADDING. SHOW THE WIND SPEED
AND EXPOSURE OF THE SITE IN THE REPORT PER FLORIDA BUILDING CODE 1603. SHOW ALL ROOF
ZONES DIMENSIONED WITH THE CORRESPONDING DESIGN PRESSURES FOR EACH ZONE
SUBMIT THE REQUIRED FIRE BARRIER N.O.A. PER THE PRODUCT APPROVAL AND ITS LOCATION WITHIN
THE ROOF ASSEMBLY
COMMENTS MAILED AND E-MAILED AS OF THIS DATE
J,D (Z t00
REVIEW COMMENTS
-5-0
1
Owner(s):
Michael R Peterman / Teresa K Peterman
Jurisdiction: ST LUCIE COUNTY
Lot#:
1
Block:
Automatic Sprinkler System? No
MAR 14 2014
PERP111TTING
Ste Lucie County, FL Fax Number. 772-223-1012
Email: Danbutcherroofing@Msn.0
om
Reviewed By Date Started Date Completed Date Released
Angela Huff 1/14/2014 1/14/2014 1/14/2014
Outlook Print Message bttps:Hsntl50.mail.live.com/mail/PrintA4essages.aspx?cpids=37Ob523..
Review Comments for Permit number 1401-0146
l of 2
From: Joe Cicio (cicioj@stlucieco.org)
Sent: Fri 2/07/14 9:57 AM
To: 'danbutcherroofing@msn.com' (danbutcherroofing@msn.com)
Cc: Joe Cicio (cicioj@stlucieco.org)
1 attachment _
ReporLFL Review Comments Noncompliantjrfjl].pdf (25.9 KB)
Dear St. Lucie County Permit Applicant,
Please see the attached plan review comments which have been generated for your permit. As soon as we
receive the modified plans and any additional required documentation back from the design professional,
contractor or owner we will perform the additional reviews as necessary in order to complete the plan
review process. Once the plans have been signed, by all applicable plan reviewers, we will move the
permit forward either to the Fire Department or back to permitting for permit issuance.
Thankyou,
Jana?k M. Giriv
Plans Examiner II
Standard Building Inspector
Buildn;g Plans Examiner
One and Tfvo Family Dwelling Inspector
One and Two Family Plans Examiner
& Lucie CouutyPlanw*and Development Services
772-462--1553
Please We: Florida has very broad public records laws. Nbst written communications to or from County officials regarding County business are public
2/1,\
Joe Cicio
From:
Joe Cicio
Sent:
Friday, February 07, 2014 9:58 AM
To:
'danbutcherroofing@msn.com'
Cc:
Joe Cicio
Subject:
Review Comments for Permit number 1401-0146
Attachments:
Repo rt_FL_Review_Comments_NoncomplianQrf[1].pdf
Dear St. Lucie County Permit Applicant,
Please see the attached plan review comments which have been generated for your permit. As soon as we receive the
modified plans and any additional required documentation back from the design professional , contractor or owner we
will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have
been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to
permitting for permit issuance.
Thank you,
JosepIv M. Gidl?
Plans Examiner II
Siandard Building Inspector
Building Plans FYaminer
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462--1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
1
Planning.& Development Services
Building &� Code Regulation Division
2300 Virginia Avenue
Fort Pierce; FL. 34982
Phone:(772)462-2172 'Fax(772)462-6443
PROPERTY INFORMATION
Address: 6395 Peterson Rd
City I State/ Zip: Fort Pierce, FI 34947
Parcel #: 2313-124-0004-000/6
Zoning: RS-2
APPLICATION INFORMATION
Permit Number: 1401-0146
Permit Type:. ROOF - METAL
CONTRACTOR INFORMATION
Contractor Name:
Butcher Danny S
Business Name:
Dan Butcher Roofing Inc
Business Addr:
1620 Sw Beverly Terr
City / State / Zip:
Stuart, FI 34997
REVIEWS AND COMMENTS
Review Type
FRONT COUNTER REVIEW
Comment:
PLANS EXAMINER REVIEW
2/7/2014 Comment:
2/7/2014 Comment:
Comment:
2/7/2014
Comment:
2/7/2014
Comment:
2/7/2014
2/7/2014 Comment:
2/7/2014 Comment:
REVIEW COMMENTS
Page 1
Owner(s):
Michael R Peterman / Teresa K Peterman
Jurisdiction: ST LUCIE COUNTY
Lot#:
Stories:
Block:
Automatic Sprinkler System? No
Fax Number: 772-223-1012
Email: Danbutcherroofing@Msn.0
om
Status Reviewed By Date Started Date Completed Date Released
COMPLETE Angela Huff 1/14/2014 1/14/2014 1/14/2014
INCOMPLETE Joe Cicio 2/6/2014
CONTRACTOR TO IDENTIFY THE SQUARE FOOTAGES OF THE FLAT AREAS AND THE SLOPED [ METAL ]
AREAS OF THE ROOF
WHICH TITANIUM ROOF UNDERLAYMENT ARE YOU PROPOSING
CONTRACTOR TO IDENTIFY WHICH TABLE NUMBER AND SYSTEM TYPE IS PROPOSED FOR THE
POLYGLASS COVERINGS * DEPENDING UPON THE SYSTEM YOU MAY BE REQUIRED TO PROVIDE UP -LIFT
TESTING PER LIMITATIONS IN PRODUCT APPROVAL
SUBMIT A ROOF PLAN IN DUPLICATE BY A FLORIDA LICENSED DESIGN PROFESSIONAL FOR THE FLAT
ROOF SYSTEM DESIGNED PER CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE7-10 CRITERIA.
SHOW ALL ROOF ZONES DIMENSIONED WITH THE CORRESPONDING DESIGN PRESSURES FOR EACH
ZONE * ONCE THIS HAS BEEN CALCULATED WE THEN MAY APPLY THE APPROPRIATE SYSTEM WITH
TESTED DESIGN PRESSURES * INCLUDE THE WINDSPEED AND EXPOSURE OF THE SITE WITHIN THE
REPORT PER FLORIDA BUILDING CODE 1603
SUBMIT A ROOF PLAN BY A FLORIDA LICENSED DESIGN PROFESSIONAL IN DUPLICATE FOR THE SLOPED
ROOF METAL SYSTEM. SEE DESIGN PROCEDURE IN THE PRODUCT APPROVAL SHEETS. DESIGN IN
ACCORDANCE WITH FBC CHAPTER 16 AND ASCE7-10 FOR ROOF CLADDING. SHOW THE WIND SPEED
AND EXPOSURE OF THE SITE IN THE REPORT PER FLORIDA BUILDING CODE 1603. SHOW ALL ROOF
ZONES DIMENSIONED WITH THE CORRESPONDING DESIGN PRESSURES FOR EACH ZONE
SUBMIT THE REQUIRED FIRE BARRIER N.O.A. PER THE PRODUCT APPROVAL AND ITS LOCATION WITHIN
THE ROOF ASSEMBLY
COMMENTS MAILED AND E-MAILED AS OF THIS DATE
M IAh9I-
� MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/sera
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
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 PERA
- 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. PERA 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: VersaShield® Fire Resistant Roof Deck Protection and VersaShield® Solo Fire
Resistant Slip Sheet
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 and revises NOA No. 10-0331.04 and consists of pages 1 through 3.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 11-1110.09
Expiration Date: 02/07/17
Approval Date: 01/26/12
Page 1 of 3
ROOFING COMPONENT APPROVAL
Categof V:: Roofing
Sub -Category: Underlayment
Material: Fiberglass
SCOPE:
This acceptance is for VersaShield® Fire Resistant Roof Deck Protection (a.k.a "VersaShield®
- Underlayment") and VersaShield® Solo FireResistantSlip Sheet (a.k.a "VersaShield Solo"), as described
in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with
the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code.
PRODUCT DESCRIPTION:
Product Dimensions Test Product
Specification Description
VersaShield® Fire 42" x 100' rolls ASTM D 226 Type II Non -Asphaltic fiberglass -based
Resistant Roof underlayment and/or fire barrier.
Deck Protection
VersaShield® Solo 72" x 166.7' rolls UL790 Non -Asphaltic fiberglass -based slip
Fire Resistant Slip sheet and/or fire barrier.
Sheet
MANUFACTURING LOCATION:
Conover, NC
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
PRI Construction Materials
GAF-270-02-02
ASTM D 226
11/15/10
ELK-063-02-01
TAS 100
09/27/01
Underwriters Laboratories Inc.
99NK45831
UL790
03/21/00
1ONK11990
UL790
05/18/11
R19254
ASTM D 226
09/13/01
08CA37926
UL790
09/23/09
08CA49140
PRI Asphalt Technologies, Inc.
ELK-069-02-01
TAS 100
03/04/02
BRY-003-02-01
TAS 117(B)
03/19/02
BRY-003-02-01
TAS 114 (H)
INSTALLATION:
1. VersaShield® Fire Resistant Roof Deck Protection or VersaShield® Solo Fire Resistant Slip Sheet
shall be installed in strict compliance with applicable Building Code.
2. VersaShield® Fire Resistant Roof Deck Protection or VersaShield® Solo Fire Resistant Slip Sheet
shall be installed with a minimum 4-inch head lap in a shingle layer fashion.
3. VersaShield® Fire Resistant Roof Deck Protection shall be mechanically fastened with approved
fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed
ASTM D 226 Type II underlayment.
NOA No.: 11-1110.09
Expiration Date: 02/07/17
MIA Fgwyi; COUNTY Approval Date: 01/26/12
Page 2 of 3
LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in
compliance with applicable building code.
3. VersaShield® Fire Resistant Roof Deck Protection shall not be left exposed as a temporary roof for
longer than 30-days-of application.-VersaShield® Solo Fire Resistant Slip -Sheet shall not be left
exposed to the weather.
4. VersaShield® Fire Resistant Roof Deck Protection and VersaShield® Solo Fire Resistant Slip Sheet
are a component used in roof assemblies. Roof assemblies are approved under specific assembly
Notice of Acceptance.
5. VersaShield® Fire Resistant Roof Deck Protection or VersaShield® Solo Fire Resistant Slip Sheet
may be used with any approved roof covering Notice of Acceptance listing. VersaShield® Fire
Resistant Roof Deck Protection or VersaShield® Solo Fire Resistant Slip Sheet may be used as a
component part of an assembly in the Notice of Acceptance. If VersaShield® Fire Resistant Roof
Deck Protection or VersaShield® Solo Fire Resistant Slip Sheet is not listed, a request may be made
to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department
for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.
6. VersaShield® Fire Resistant Roof Deck Protection and VersaShield® Solo Fire Resistant Slip Sheet
are a non -asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For
fire classification of specific roof assemblies using VersaShield® Fire Resistant Roof Deck
Protection or VersaShield® Solo Fire Resistant Slip Sheet refer to a current Approved Roofing
Materials Directory for fire ratings of this product.
7. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9N-3 of the Florida Administrative Code
LABELING:
All packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and
yellow line to identify the ASTM Standard designation; or logo and the following statement: "Miami -
Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown
below.
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this material.
END OF THIS ACCEPTANCE
NOA No.: 11-1110.09
Expiration Date: 02/07/17
Approval Date: 01/26/12
Page 3 of 3
I
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
FILE CO,PY
rc.r
N
ST LUCI COUNTY
BUILDING DIVISION
REVI�WED
FOR CO PLIA
REVIEWED BY
DATE
PLANS AND
PERMIT.
MUST BE KE
T ONTJOB OR
NO INSPECTION WILL BE MADE
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Flo[lliaiGiTE€ ii BCIS Home ( Log In ; User Registration i Hot Topics ( Submit Surcharge ; Stats & Facts Publications I FBC Staff BCIS Site Map y, Links ;Search
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< USER: Public User
Regulation
nimmr la�4l�rl!MM. , FIrt7lill Product Approval Menu > Product or Application Search > Application List > Applicatw etaii
FL #
' ? Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL11651-RI
Revision CON FASTENER$ OR ATTACHMENTS
2010 . THE RESPONSIEIUTY OF THE
Approved
CONTRACTOR OF RECORD
Gulf Coast Supply & Manufacturing,, LLC.
4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352) 498-7852
ray@gulfcoastsupply.com
Ray Bowen
ray@gulfcoastsupply.com
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY @MITI=! ALL APPLICABLE CODES.
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
4 Evaluation Report - Hardcopy Received
Terrence E. Wolfe
PE-44923
Keystone Certifications, Inc.
04/12/2014
Locke Bowden
(l Validation Checklist - Hardcopy Received
FL11651 R1 COI Letter of Certif.odf
FL11651 RI COI Letter of Name chanae.pdf
Standard
Year
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Florida Building Code Online
6
FM 4471
1995
FM 4471
2010
TAS 100
1995
TAS 125
2003
UL1897
2004
UL 580
2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
02/15/2012
Date Validated
02/23/2012
Date Pending FBC Approval
02/29/2012
Date Approved
04/03/2012
Summary of Products
Go to Page 0 4 Pagel/ 24 0
FL #
IModel, Number or Name
IDescription
11651.1
0.032" Aluminum 5V Crimp
0.032" 5 V Crimp Aluminum Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 Rl II Alum 5 V Crimp Details.ydf
Approved for use outside HVHZ: Yes
Verified By: Terrence E. Wolfe, P.E. 44923
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-108.5PSF
Evaluation Reports
Other: -108.5 psf @ 12" o.c. Install per manufacturers
FL11651 Rl AE Alum 5V Crimp Panel over .5 Plywood
NONHVHZ Roof 2010 Format.pdf
details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.2
0.032" Aluminum Gulf Lok
��15/32"
0.032" Aluminum Gulf Lok 16" Wide Roof Pan-7� el over
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R1 II Alum. Gulf Lok over.5 plywood Non
HVHZ detail.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-116.OPSF
Created by Independent Third Party: Yes
Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -
Evaluation Reports
116.0 psf @ 5 3/16" o.c. fastener spacing. Install per
FL11651 Rl AE Alum Gulf lock over 15-32 Plywood
Roof 2010 format.pdf
manufacturers details. Not for use in HVHZ Zones..
Created by Independent Third Party: Yes
11651.3 —�::]1"
Mechanical Lock
1" Mechanical Lock 24 Ga. 16 1/2" Wide Roof over
�15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R1 II 1 Mech Lock 24 gal over .5 ply HVHZ
detail.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-138.5PSF
Created by Independent Third Party: Yes
Other: -71.0 psf @ 24" o.c. clip spacing. -138.5 psf @
Evaluation Reports
6" o.c. clip spacing. Install per manufacturers details. For
FL11651 RI AE 1 Mech Lock 24 oa. over .5 Plywood
HVHZ Roof 2010 format.ndf
use in HVHZ Zones.
Created by Independent Third Party: Yes
http://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5... 2/6/2014
C
Florida Building Code Online
111651.4 111" Mechanical Lock
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.OPSF
Other: -63.5 psf @ 24" o.c. clip spacing. -101.0 psf @
6" o.c. clip spacing. Install per manufacturers details. For
use in HVHZ Zones.
RCOW. � � I I
1" Mechanical Lock 0.032" Aluminum 16" Wide Roof
Panel over 15/32" Plywood
Installation Instructions
FL11651 R1 II 1 in Mech Lock Alum details.odf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 RI AE 1 Mech Lock Alum over .5 Plywood
Created by Independent Third Party: Yes
11111651.5 111" Snap Lock 111" Snap Lock 24 Ga. Roof over 15/32" Plywood III
Limits of Use -
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-131.OPSF
Other: -67.3 psf @ 24" o.c. clip spacing. -131.0 psf @
6" o.c. clip spacing. Install per manufacturers details. For
use in HVHZ Zones.
1651.6 111.5" Mechanical Lock
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5PSF
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @
5" o.c. clip spacing. Install per manufacturers detals. For
ise in HVHZ Zones.
Installation Instructions
FL11651 R1 II 24 ga 1 in Snap lock over .5 plywood
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE 1.0 Snap Lock 24 ga. over .5 Plywood
Created by Independent Third Party: Yes
1.5" Mechanical Lock 24 Ga. 16" Wide Roof Panel over
Installation Instructions
FL11651 R1 II 24 ga. 1.5 in Mech Lock over .5
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE 1.5 Mech Lock 24 ga. over .5 Plywood
11 Created by Independent Third Party: Yes �I
h1651.7 1.5" Snap Lock 1.5" Snap Lock 24 Ga. Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @
12" o.c. clips spacing. -116.0 psf @ 6" o.c. clips spacing.
Install per manufacturers details. For use in HVHZ Zones.
11651.8 1124 Ga. Gulf Coast Mechanical
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @
12" o.c. clip spacing. Install per manufacturers details.
Not for use in HVHZ Zones.
Installation Instructions
FL11651 R1 II 1.5 in Snap Lock 24 Ga. details.pdf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE 1.5 Snap Lock 24 ga. over .5 Plywood
Created by Independent Third Party: Yes
Ga. Gulf Coast Mechanical Seam 18" Wide over
Installation Instructions
FL11651 R1 II 24 Ga. Gulf Coast Mech Seam over .5
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
?valuation Reports
FL11651 R1 AE 2 Mech Lock 24 ga. over .5 Plywood
III II Created by Independent Third Party: Yes III
11111651.9 1124 Ga. Gulf Lok 1124 Ga. Gulf Lok 16" Wide over 15/32" Plywood III
-imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-96.7PSF
Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -
)6.76 psf @ 5-1/8" o.c. fastener spacing. Install per
nanufacturers details. Not for use in HVHZ Zones.
111651.10 1124 Ga. Gulf Seam
Installation Instructions
FL11651 R1 II 24 Ga. Gulf Lock over. 5 Plywood
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE 24 ga. Gulf lock over 15-32 Plywood
Created by Independent Third Party: Yes
Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood
lins over 15/32" Plywood
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Florida Building Code Online 6
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-93.5PSF
Other: -93.5 psf @ 18" o.c. Install per manufacturers
details. Not for use in HVHZ Zones.
11651.11 1124 Ga. Gulf Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @
12" o.c. clip spacing. Install per manufacturers details.
Not for use in HVHZ Zones.
Limits or Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.5PSF
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5
psf @ 6" o.c. fastener spacing. Install per manufacturers
details. For use in HVHZ Zones.
Installation Instructions
FL11651 R1 II 24 Ga. 1.75 Gulf Seam over 1x4
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE Gulf Seam 24 ca. over 1x4 purlins
Created by Independent Third Party: Yes
24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof
Panel over 15/32" Plywood
InstallationInstructions
FL11651 R1 II 24 Ga. Gulf Seam over. 5 Non HVHZ
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE 1.75 Snap Lock 24 aa. over .5 Plywood
Created by Independent Third Party: Yes
Lnstaiiation instructions
FL11651 R1 II 26 Ga. 5V Crimp over .5 plywood
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE 26 Ga. 5V Panel over .5 Plywood HVHZ
Created by Independent Third Party: Yes
11111651.13 1126 Ga. 5V Crimp 1126 Ga. 5V Crimp over 15/32" Plywood III
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-131.PSF
Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0
psf @ 16" o.c. fastener pattern. Install per manufactur
details. Not for use in HVHZ Zones.
11651.14 1126 Ga. 5V Crimp
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-149.2PSF
Other:-149.25 psf @ 16" o.c. fastener pattern. Install
per manufacturers details. Not for use in HVHZ Zones.
11651.15 1126 Ga. Gulf Lok
_imits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161.OPSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -
161.0 psf @ 5 3/16" o.c. fastener spacing. Install per
nanufacturers details. For use in HVHZ Zones.
Installation Instructions
FL11651 R1 II 26 Ga. 5V Crimp over plywood
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE 5V Crimp Panel over .5 Plywood NON
Created by Independent Third Party: Yes
Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over
Installation Instructions
FL11651 R1 II 26 Ga. 5V Crimp over 1x4 purlins
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE 5V Crimp Panel over 1x4 wood purlins
Created by Independent Third Party: Yes
16 Ga. Gulf Lok 16" Wide Roof Panel over 15/32"
Installation Instructions
FL11651 R1 II 26 Ga. Gulf Lock over .5 plywood
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R1 AE 26 aa. Gulf lock over 15-32 Plywood
�I II Created by Independent Third Party: Yes 1
111651.16 1126 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32"
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f rrZeCSHgw99R5... 2/6/2014
Florida Building Code Online
�I Jj
Limits of Use
Plywood
Installation Instructions
Approved for use in HVHZ: No
FL11651 Rl II 26 Ga. Gulf Lock 16 in over .5 plvwood
NHVHZ details.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-63.5PSF
Created by Independent Third Party: Yes
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. Install
Evaluation Reports
per manufacturers details. Not for use in HVHZ Zones.
FL11651 R1 AE 26 ga. Gulf lock over 15-32 Plywood
Roof. pdf
Created by Independent Third Party: Yes
11651.17 1126 Ga. PBR IF26
Ga. PBR 36" Wide over 15/32" Plywood
I Limits of Use - — -
Installation Instructions
Approved for use in HVHZ: No
FL11651 R1 II 26 Ga. PBR over .5 olywood NonHVHZ
detail.ndf
Verified By: Terrence E. Wolfe, P.E. 44923
Approved for use outside HVHZ: Yes
j Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Created by Independent Third Party: Yes
Other: -59.25 psf @ 24" o.c. fastener spacing.-154.75
Evaluation Reports
psf @ 12" o.c. fastener spacing. Install per
FL11651 R1 AE 26 Ga. PBR Panel over .5 plywood
NONHVHZ Roof 2010 format.pdf
manufacturers details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.18
26 Ga. PBR
26 Ga. PBR Roof Panel over 1 x 4 Wood Purlins over
15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R1 II 26 Ga. PBR over lx4 Durlins HVHZ
details.pdf
I Approved for use outside HVHZ: Yes
i Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-151.7PSF
Created by Independent Third Party: Yes
i Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75
Evaluation Reports
psf @ 12" o.c. fastener spacing. Install per
manufacturers details. For use in HVHZ Zones.
FL11651 Rl AE 26 Ga. PBR Panel over lx4 HVHZ Roof
2010 format.pdf
11651.19 26 Ga. PBR
Created by Independent Third Party: Yes
26 Ga, PBR Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 Rl II 26 ga. PBR over .5 plywood HVHZ
Approved for use outside HVHZ: Yes
detail.pdf
I Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-154.7PSF
Created by Independent Third Party: Yes
Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75
Evaluation Reports
psf @ 12" o.c. fastener spacing. Install per
FL11651 R1 AE 26 Ga. PBR Panel over .5 Plywood
HVHZ Roof 2010 format.pdf
manufacturers details. For use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.20
26 Ga. PBR
f
26 Ga. PBR Roof Panel 36" Wide over 1 x 4 Wood Purlins !
over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R1 II 26 Ga PBR over lx4 purlins NONHVHZ
Detals.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-151.7PSF
Created by Independent Third Party: Yes
Other: -94.25 psf @ 24" o.c.-151.75 psf @ 12" o.c.
Evaluation Reports
Install per manufacturers details. Not for use in HVHZ
FL11651 Rl AE 26 Ga. PBR Panel over lx4 NONHVHZ
Roof 2010 format.i3df
Zones.
Created by Independent Third Party: Yes
Go to Page Pagel/ 2
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
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Florida Building Code Online
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
M sGlckM
5t'CltY2 �SxSlaTii3f,'$"
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1'
Force Engineering,& Testing Inc.
19530 Rarnblewood Drive
Humble,TX 77338
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26`Ga. 5V Crimp Roof Panel over 15132" Plywood
Florida Product Approval # 11651.12 R1
Florida_ Building Code 2010
Per Rule 9N-3
Method: 1—D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 9N-3.005(1)(d)
HVHZ
Product Manufacturer:
GULF COAST SUPPLY& MANUFACTURING, LLC.
4020 S.W. 44e Street
Horseshoe Beach, Florida 32648
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator•
Locke Bowden, P.E., FL #49704
9450 Alysbury.Piace
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1— 4
cc N $ F `�
*„
STATE OF
ZOR
stab W733Aft
Pam �s!'pNAL• .*�,,��
,fit
FL# 11651.12 R1 February 23, 2012
Force Engineering & Testing Inc.
19530 Ranablewood Drive
Humble,TX 77338
Compliance Statement: The productas described in this report has demonstrated compliance with the
Florida. Building Code 2010,. Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel
over 15/32" Plywood decking. Non -Structural Application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2010 Section 1507.4.3.
Paint Coating: Valspar Fluropon Coating (Optional)
Yield Strength: Min. 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2010, Section 1507.4.3
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
Thickness: 0.018" min.
Width: 24" Coverage
Rib Height: 3/8" major rib
Panel Rollformer: Rollformer Corp.
#9-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib.
".minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4
Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2010.
Table "A"
Maximum Total Uplift Design Pressure:
108.5 ps
156.5 psf
Fastener Pattern:
Panel Rib
Panel Rib
Fastener Spacing:
12" Q.0
6" O.C.
*Design Pressure includes a Safety Factor = 2.0.
ACE, F_
O
C1�t43 AV I
No.44ii�
• .n • STATE OF : a
FL# 11651.12 R1 February 23, 2012
G 1 .
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,
TX 77338
Code. Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2010, Section 1504.3.2, 1518.9, 1523.6.5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2010, as relates to Rule 9N-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ TAS 125-03
■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies
■ UL 1897-04 - Uplift Test for Roof Covering Systems
■ TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance
of Discontinuous Roof Systems
■ TAS 110-00 - Accel. Weathering ASTM G 26 / Salt Spray ASTM B 117
Reference Data: 1. TAS 125-03: UL580-94/ 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0065T-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # ANE ID: 1920)
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
FL# 11651.12 R1
tea• STATE OF :a►
•
GDA
sass ,,', �roi1IS11%����
February 23, 2012
Force Engineering & Tes'ting Itic.
19530 Ramblewood Drive
Humble,TX 77338
Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2010, including
Section 1515.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per manufacturer's recommended details and RAS 133.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section
1518.2, 1518.3, 1518.4.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of
the fire barrier within the assembly. Fire classification is not part of this
acceptance.'
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2010 for roof cladding
Wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2010
Chapter 22 for steel, Chapter 23'for wood and Chapter 16 for structural loading.
C E• F- syo �ii
. f.. /� •en
•� No. M9�
r
a • STATE OF : a
�'0 W- FL O RI p �` •�k`�
1 A%
FL# 11651.12 Rl
February 23, 2012
a
The Erning Corporation
General Contractors - Professional Engineers
CGC - 019771 PE - 022920 CA-8327
Chief Building Official March 13, 2014
St Lucie County Building Department
2300 Virginia Avenue
Ft -Pierce, -FL 34982 - - - - - - -
Reference: Peterman Residence
6395 Peterson Road
Fort Pierce, FL 34947
Subject: Re -roof Certification
In the 468 S.F. flat roof area, the contractor may install a Polyglass Elastoflex SAV self
adhered base sheet and a Polyglass Elastoflex SAP cap sheet. The tested design pressure for this
system is -90 psf, which will meet the worst case (zone 3) required pressure of -76.8 psf. Please
refer to the attached Evaluation report P9290.02.08-R10 for FL1654-R12, System #45, page
11/31.
In addition, he will install 3,207 S.F. of 26 ga. 5-V crimp metal roof panels using
#9-15X1-1/2" woodzac w/zac head screws, spaced @ 12" o.c. The tested design pressure for this
system is -108.5 psf per FLI1651.12-R, which will meet the worst case (zone 3) required
pressure of -76.8 psf.
These assemblies are structurally capable of withstanding the forces applied during a
132 mph asd `B" exposure wind event and meets the criteria of the 2010 Florida Building code at
this specific site / application.
If you have ny questions, please call me at your earliest convenience. Thank you.
Dr. Ernest A. Kuonen, PE 022920
President, The Erning Corporation CA-8327
802A Muirfield Court
Jupiter FL 33458
802A Muirfield Court Jupiter FL 33458
Florida+Building Code Online
Florida [epaamentof
Busines
Professi rraI
Regulation
a
BCIS Home i Log In f User Registration I Hot Topics ( Submit Surcharge i Stats & Facts I Publications ( FBC Staff ( BCIS Site Map ( Links Search
a Product Approval
;USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL1654-R12
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
0
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570) 384-1230 Ext242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley, NV 98408
(602) 363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800) 894-4563
jakins@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C.I Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Robert Nieminen
developed the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/08/2015
Validated By John W. Knezevich, PE
Cl Validation Checklist - Hardcopy Received
http: //www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtD gvgqu2w%2bnFgUPv2pw6pKx... 2/7/2014
Florida,Building Code Online
S
3
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards -
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL1654 R12 COI Trinitv ERD CI - Nieminen - 2013.ndf
Standard
Year
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2002
ASTM D6509
2000
FM 4470
1992
FM 4474
2004
Method 1 Option D
08/21/2013
08/26/2013
09/08/2013
10/18/2013
Summary of Products
FL #
Model, Number or Name IlDescription
1654.1
Polyglass SBS and APP
SBS and APP modified bitumen roof systems
Modified Bitumen Roof
Systems
Limits of Use
Installation Instructions
I Approved for use in HVHZ: No
FL1654 R12 II Al ER082113FINAL POLYGLASS MODBIT FL1654-
R12.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this
Evaluation Reports
application relates to one particular assembly
FL1654 R12 AE ER082113FINAL POLYGLASS MODBIT FL1654-
R12.Ddf
over concrete deck. Refer to the ER Appendix
for other systems and deck types. 2.) Refer
Created by Independent Third Party: Yes
to ER, Section 5 for other Limits of Use.
Back Mext
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
M eCti£iY, M
http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKx... 2/7/2014
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
�
! 353 Christian Street
".4 TRINITY I ER® Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P9290.02.08-1110
150 Lyon Drive __ -- - FL1654-R1-2
Fernley, NV 89408 Date of Issuance: 02/11/2008
Revision 10: 08/21/2013
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: Polyglass 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. 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 I ERD Evaluated"
may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then
it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 5, plus a 31-page Appendix.
Prepared by:
i = The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 08 21 2013
This does not serve as an electronically signed
Robert J.M. Nieminen P.E. r'•,�S": — "^�` document. Signed, sealed hardcopies have been
ii`, �•`•'' 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 I 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 I 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.
`, iT INIT Y i ER®
ROOFING SYSTEMS EVALUATION:
1. ' SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, 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. Complianceis subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind
FM 4474
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 D6509
2000
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11.09-R1
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-R1
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13-2-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
FM 4470/4474
P41630.08.13
08/06/2013
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994 '
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2D5A9.AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM.Approvals(TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
.07/30/2004
FM Approvals (TST1867)
FM 4470/4474
3018332
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
3024594
05/23/2006
FM Approvals (TST1867)
FM 4470/4474
3023458
07/18/2006
FM Approvals (TST1867)
FM 4470/4474
3030668
09/12/2007
FM Approvals (TST1867)
FM 4470/4474
3032172
06/12/2009
PRI (TST5878)
Physical Properties
PUSA-062-02-01
12/04/2007
Exterior Research and Design, LLC. Evaluation Report 139290.02.08-1110
Certificate of Authorization #9503 FL1654-1112
Revision 10: 08/21/2013
Page 2 of 5
TRINITY ER®
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet,
bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal
or greater configuration to the steel and concrete deck listings.
5. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in
the manufacturer's published instructions,
➢ HA (HA): Full coverage at 25-30 Ibs/square.
➢ Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used
where OlyBond 500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: TITESET may be used where CR-20 is referenced.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a
distance of one-half the ribbon spacing. -
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be
substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings in the tables; rather if MDP
listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker
material listed in the table:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0,5-inch thick ACFoam II)
➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
7. Bonded po lyisocya nu rate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the
elevated pressure criteria. Commonly used methods are 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.
9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC
Chapter 16, and no rational analysis is permitted.
10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A, qualified design professional shall
review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and
the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AH], as documented through field uplift testing in
accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
Exterior Research and Design, LLC. d/b/a TrinitylERD "' ��, Evaluation Report P9290.02.08-R10 for FL1654-1112
Certificate of Authorization #9503 Revision 10: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 °i' Appendix 1, Page 2 of 31
�,ATRINITYIERD
13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1: POLYGLASs ROOF COVERS
Reference
Layer
Material
Application
BP -AA
Base
Polyglass G2 Base, FBC Approved ASTM D4601, Type II
HA at 20-40 Ibs/square
(Base and Ply sheets, Asphalt -Applied)
Ply
FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II
SBS-AA
Base or Ply
Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6
HA 20-40 Ibs/square
(SBS, Asphak-Applied)
Cap
Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko MOP, Polyfresko MOP FR
at
Base or Ply
Elastoflex V, Elastoflex S6
SBS-TA
(SBS, Torch -Applied)
Cap
Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko MOP,
Polyfresko MOP FR
Torch -Applied
SBS-SA
(SBS, Self -Adhering)
Base
Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self -Adhering
Cap
Elastoflex SA P, Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR
APP-TA
Base or Ply
Polyglass APP Base, Polyflex, Polybond
Torch
(APP, Torch -Applied)
Cap
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR
-Applied
APP-SA
(APP, Self -Adhering)
Cap
Polyflex SA P, Polyflex SA P FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polybianko
Self -Adhering
14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing
Materials Directory for fire ratings associated with coating usage.
➢ PG200 Non Fibered Roof Coating or Mule -Hide 111 Non-Fibrated Roof Coating;
➢ PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating;
➢ PG700 White Reflective Roof Coating;
➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated;
➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating;
➢ Polybrite 70 White Elastomeric Roof Coating.
15. The following represent priming requirements for gypsum -based coverboards:
➢ DensDeck and DensDeck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications.
➢ SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require field priming for any membrane application.
16. "MDP" = 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
loads.
Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report P9290.02.08-1110 for FL1654-1112
Certificate of Authorization #9503 Revision 10: 08/21/2013 _
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 31
Q(TDPuN1TY1ERD
TABLE 1E: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
SyNoem
Base Sheet
Roof Cover
MDP
Deck (See Note i)
Base
Fasten
Attach
Ply
Cap
(psf)
Min. 19/32-inch plywood
32 ga., 1-5/8-inch diameter tin
6-inch o.c. in 4-inch lap and 6-
(Optional) One or
more BP-AASBS-
SBS-AA,
W-40
at max. 24-inch spans
attached 6-inch o.c. with
Elastobase or Elastobase Poly
caps with 11 ga. annular ring
inch o.c, in four, equally
,
SBS-TA or APP-
SBS-TA,
-112.5
shank nails
spaced, staggered center rows
TA,
APP-TA
#8 screws
Min. 19/32-inch plywood
32 ga., 1-5/8-inch diameter tin
(Optional) One or
more SBS-SA (no
SBS-SA,
W-41
at max. 24-inch spans
Elastobase or Elastobase Poly with
caps with 11 ga, annular ring
shank nails. Note: Tin caps are
6-inch o.c. in 4h lap and 6-
inch o.c. in four, equally
Elastoflex SA V Base
APP-SA
-112.5
attached 6-inch o.c. with
poly top surface
to be primed with PG100 or
spaced, staggered center rows
or Elastoflex SA V FR
SBS-TA or
#8 screws
ASTM D41 primer.
Base), SBS-TA or
APP-TA
APP-TA
Min. 15/32-inch thick
OMG #12 Standard Roofgrip or
OMG #14 Heavy Duty (min. 1-
6-inch o.c. at 4-inch lap and 6-
W-42
exterior grade plywood
Polyglass APP Base
5/8-inch long) with OMG 3"
inch o.c. in five, equally
(Optional) APP-TA
APP-TA
-120.0
attached per Code to meet
Round Metal Plates or OMG Flat
spaced, staggered center rows
pressure requirements.
Bottom Metal Plates
OMG #12 Standard Roofgrip or
Min. 15/32-inch thick
OMG #14 Heavy Duty (min. 1-
6-inch o.c. at 4-inch lap and 6-
(Optional) BP -AA,
SBS-AA,
W-43
exterior grade plywood
Elastobase (with sand top surface)
5/8-inch long) with OMG 3"
inch o.c. in five, equally
SBS-AA, SBS-TA or
SBS-TA or
-120.0
attached per Code to meet
Round Metal Plates or OMG Flat
spaced, staggered center rows
APP-TAT
APP-TA
pressure requirements.
Bottom Metal Plates
Min. 15/32-inch thick
exterior grade plywood
Trufast #12 DP orTrufast #14
6-inch o.c. at 4-inch lap and 6-
(Optional) BP -AA or
W-44
attached per Code to meet
Elastobase (with sand top surface)
HD (min. 1-5/8-inch long) with
inch o.c. in five, equally
SBS-AA
SBS-AA
-120.0
Trufast 3" Metal Insulation Plates
spaced, staggered center rows
pressure requirements.
TABLE 1F: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
Roof Cover
MDP
System No.
Deck (See Note 1)
Primer
(Psf)
Joint Treatment
Base
Ply
Cap
Min. 19/32-inch plywood at
W-45
max. 24-inch spans attached
o.c. with 8d ring shank
(Optional) PG100
None
SBS-SA .
(Optional) SBS-SA,
SBS-TA or APP-TA
SBS-SA, APP-SA,
SBS-TA or APP-TA
go
nails
Min. 15/32-inch plywood at
Plywood joints are covered with 4-inch wide strips
Elastoflex SA V
(Optional) SBS-SA,
SBS-SA, APP-SA,
W-46
max. 24-inch spans attached
(Optional) PG100
of Elastoflex SA V Plus, rolled into place to create
Base or Elastoflex
SBS-TA or APP-TA
SBS-TA or APP-TA
-97.5
6-inch o.c. with #12 screws
continuous bond.
SA V FR Base
Min. 15/32-inch plywood at
Plywood joints are covered with 4-inch wide strips
Elastoflex SA V Plus
(Optional) SBS-SA,
SBS-SA, APP-SA,
W-47
max. 24-inch spans attached
(Optional) PG100
of Elastoflex SA V Plus, rolled into place to create
or Elastoflex SA V
SBS-TA or APP-TA
SBS-TA or APP-TA
-135.0
6-inch o.c. with #12 screws
continuous bond.
I Plus FR
Exterior Research and Design, LLC. d/b/a TrinityJERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report P9290.02.08-R10 for FL1654-R12
Revision 10: 08/21/2013
Appendix 1, Page 11 of 31
Florida Building Code Online
BCIS Home I Log In I User Registration I Hot Topics i Submit Surcharge i Stats & Facts i Publications I FBC Staff , BCIS Site Map I Links Search
Product Approval
'USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL11602-R2
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
Product Manufacturer InterWrap, Inc.
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
(778) 945-2891
elozano@interwrap.com
Authorized Signature Eduardo Lozano
elozano@interwrap.com
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
(778) 945-2891
elozano@interwrap.com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
CONCgLEO FASTENERS OR AiACMMEI�S
ARC THE 130 PORUJUTY OF THE
CORTR.vOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
Roofing MAY BE NECESSARY IN ORDER TO
Underlayments COMPLY WITH ALL APPLICABLE CODES,
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
Intertek Testing Services NA Inc.- ETL/Warnock Hersey
09/06/2014
John W. Knezevich, PE
M Validation Checklist - Hardcopy Received
FL11602 R2 COI Trinity ERD CI - Nieminen.odf
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeHYB7UCe5... 3/17/2014
Florida Building Code Online
2
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1507.2.3
1507.2.4
1507.2.9.2
1507.3.3
1507.5.3
1507.7.3
1507.8.3
• 1507.9.3
1507.9.5
1523.6.5.2.1
Product Approval Method Method 2 Option B
Date Submitted
02/17/2012
Date Validated
04/18/2012
Date Pending FBC Approval
02/27/2012
Date Approved
04/23/2012
Summary of Products
FL #
Model, Number or Name
Description
11602.1 IlTitanium
Roof Underlayments
ISynthetic sheet -type roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11602 R2 II er021712FINAL INTERWRAP FL11602-
R2.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-45
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to
Evaluation Reports
use of a specific underlayment system beneath foam -on
FL11602 R2 AE er021712FINAL INTERWRAP FL11602-
R2.pdf
tile sytsems. Refer to ER Section 5.5.3 for details. 2.)
Refer to ER Sections 5 and 6 for other Limits of Use.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To_determine-if-you-are-a-licensee-under-Chapter-455,-F.S.,-please- click -he re . —
ProductApprovalAccepts:
W ® EGhEck M
accuritvair'1'�xa�,;s
http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsQFc5K%2f I'rZeHYB7UCe5... 3/ 17/2014
D I0
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
\-- i TRINITT. ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Interwrap, Inc. Evaluation Report I11980.11.08-112
32923 Mission Way - FL11602-R2
Mission, BC V2V-6E4 Date of Issuance: 11/03/2008
Canada Revision 2: 02/17/2012
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: TitaniumT" 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 "Trinity IERD 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.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 02/17/2012
This does not serve as an electronically signed
document. Signed, sealed ha*rdcoples have been
transmitted to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD does not have, nor does It Intend toacquireor will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2 TrinitylERD-is-not-owned; operated -or -controlled -by -any -company -manufacturing -or -distributing protlucts-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.
I
`,.l TRINITY I•ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TitaniumTm Roof Underlayments, as produced by Interwrap,. Inc , have
demonstrated compliance with,the intent of the following sections of the Florida Building Code through
-testing in accordance with applicable sections 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, ' Unrolling, Breaking Strength, ASTM D226
2006
1507.7.3, T1507.8, 1507.8.3, Pliability, Loss on.Heating
1507.9.3, 1507.9.5
1507.2.4, 1507.2.9.2, 1507.5.3 Thickness, Load -Strain, Adhesion, ASTM D1970 ..
2001
Thermal Stability, Flexibility,
Tear, Permeance
1507.3.3 Installation Practice FRSA/TRI 07320
2005
1523.6.5.2.1 Dimensional Stability, Tear, Load- TAS 103
1995
Strain, Water Absorption, Low
Temp Flex, Cyclic Elongation,
Puncture, Crack Cycling, Peel
Adhesion, WVT, Tile Slippage
TAS 110 Accelerated Weathering TAS 110
2000
3. REFERENCES:
Entity Examination Reference
Date
ERD (TST6049) Physical Properties I15010.04.09
04/29/2069
ERD (TST6049) Physical Properties I15010.05.10
05/14/2010
ERD (TST6049); Physical Properties I35520.06.11
06/15/2011
ERD (TST6049) Wind Uplift I35520.08.11-1
08/12/2011
ITS (TST1509) Physical Properties 3146738COQ-003A
03/28/2008
ITS (TST1509) Physical Properties 3146738COQ-003B
03/28/2008
ITS (TST1509) Physical Properties 3126617COQ-005
10/31/2007
ITS (QUA1673) Quality Control ITS Listings.
Current
-ITS (QUA1673) Quality Control Inspection Report
12/13/2011
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 TitaniumTm PSU-30 is an unreinforced polymer modified bitumen material adhered to the
underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release
film. Unit weight 24 Ibs/square.
4.2 Mechanically Fastened Underlayments:
4.2.1 TitaniumTM UDL-25 PLUS is a synthetic sheet -type underlayment comprised of a woven core
coated on one side with a polymer coating. Unit weight 2.9 Ibs/square.
4.2.2 TitaniumTm UDL-30 is a synthetic sheet -type underlayment comprised of
a woven core coated
on both sides with a polymer coating.. Unit weight 4.0 Ibs/square.
4.2.3 Titanium"4 UDL-50 is a synthetic sheet -type underlayment comprised of
a woven core coated
. on both sides with a polymer coating. Unit, weight 4.7 Ibs/square.
Exterior Research and,Design, LLC. Evaluation Report I11980.11.08-R2
Certificate of Authorization #9503 FL11602-1112
Revision 2: 02/17/2012
Page 2 of 6
t
`\_ ,¢ TRII0 IW I ERD
4
4.2.4 TitaniumTm UDL-TT is a synthetic sheet -type underlayment comprised of a woven core coated
on one side with a polymer coating. Unit weight 2.9 Ibs/square
4.2.5 TitaniumTm UDL-TF is a synthetic sheet -type underlayment comprised of a woven core coated
on both sides with a polymer coating. Unit weight 2.9 Ibs/square.
4.2.6 UDL-TTMC300 is a synthetic sheet -type underlayment comprised of a woven core coated on
both sides with a polymer coating. Unit weight 3.2 Ibs/square.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of- this report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.3 Titaniumlm 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 AHJ for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Allowable roof covers applied atop TitaniumT" Roof Underlayments are follows:
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On
Tile
Metal
Wood Shakes
& Shingles
Slate
PSU-30
Yes
Yes
Yes
(See 5.4.1)
Yes
Yes
Yes
UDL-25 PLUS
Yes
Yes
No
Yes
Yes
Yes
UDL-30
Yes
Yes
No
Yes
Yes
Yes
UDL-50
Yes
Yes
No
Yes
Yes
Yes
UDL-TT
Yes
Yes
No
Yes
Yes
Yes
UDL-TF
Yes
Yes
No
Yes
Yes
Yes
'UDL-TTMC300
Yes
Yes
No
Yes
Yes
Yes
wivate Laoeieo
5.4.1 "Foam -On Tile" is limited to use of Polyfoam PolyPro AH160.or Dow Tile Bond applications
unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided.
5.5 Allowable substrates for PSU-30 are noted below:
5.5.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.5.2 Bond to Mechanically Attached Base Underlayment:
➢ ASTM D226, Type I or II felt.
➢ Titanium UDL-25 PLUS, UDL-30 (primed with D41 primer) or UDL-30 (inverted).
5.5.3 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-oTi-allowabie-wind-loads—Refer to FBI--f609-.1.5 for a ermination of
design wind pressures.
Exterior Research and Design, LL �. luation Report I11980.11.08-R2
Certificate of Authorization #9503 FL11602-112
Revision 2: 02/17/2012
Page 3 of 6
i
I
1Q TRINITY ERt
5.5.3.1
Maximum Design
Pressure = -45 psf.
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer:
(Optional) ASTM D41
Underlayment:
Titanium PSU' 30, self -adhered
5.5.3.2
Maximum Design
Pressure = -45 gsf.
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer:
Titanium UDL-25 PLUS or UDL-30 (inverted), mechanically attached with FBC
HVHZ ring shank nails and 1-5/8" diameter tin caps spaced 6-inch o.c. at 4-
inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41 primer required at all tin -caps.
Underlayment:
Titanium PSU 30, self -adhered
5.5.3.3
Maximum Design
Pressure = -45 psf.
Deck:
Min.' 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer:
Titanium UDL-30 (printed side up), mechanically attached with FBC HVHZ
ring shank nails and 1-5/8" diameter tin caps spaced 6-inch o.c. at 4-inch
wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41 primer required over printed side of UDL-30.-
-Underlayment:
Titanium PSU 30, self -adhered
5.6
Exposure Limitations:
5.6.1
UDL-25 PLUS,
UDL-30, UDL-50, UDL-TT or UDL-TF shall not be left exposed for longer than
30-days.
5.6.2
PSU-30 shall not be left exposed for longer than 90-days.
5.6.3
UDL-TTMC300 not be left exposed for longer than 180-days.
5.7
For tile roof. installations .governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited
to the following.
Table 2: Tile System Options per FRSA/TRI 07320/8-05
System
Underlay Option
•
Section
Reference' '
Roof Undedayment(s)
4
3.02D
Two Ply No. 30
Double -layer, UDL 25, UDL 30, UDL 50, UDL TT, UDL
Svstem One:
TF or UDL-TTMC300
Mechanically
Self -Adhered
Fastened Tile,
5
3.02E
Underlayment
PSU 30
Unsealed or Sealed
Underlayment
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
System
6
3.02F
Underlayment
30 (primed with D41 primer) or UDL 30 (Inverted)
Top Layer: PSU 30
System Two:
4
3.02D
Self -Adhered
pSU 30
Mechanically
Underlayment
Fastened Tile,
Sealed
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
Underlayment
5
3.02E
Underlayment
30 (primed with D41 primer) or UDL 30 (Inverted)
System
Top Layer: PSU 30
System Four "A":'
4
3.02D
Self -Adhered
?SU 30
Adhesive -Set Tile,
Underlayment
Unsealed or Sealed
Underlayment
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
System
5
3.02E
Underlayment
30 (primed with D41 primer) or UDL 30 (inverted)
Top Layer: PSU 30..
System Four "B":
3
3.02C
Self -Adhered.
PSU 30
Adhesive -Set Tile,
Underlayment
Sealed
Underlayment
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
System
4
3.02D
Underlayment
30 (primed with D41 primer) or UDL 30 (Inverted)
Top Layer: PSU 30
Exterior Research and Design, LLC. Evaluation Report I11980.11.08-112
Certificate ofAuthorb-ation #9503 FL31602-R2
Revision 2: 02/17/2012
Page 4 of 6
TRINITY I ERD
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be.. installed in accordance with Interwrap 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 TitaniumT"' PSU-30:
6.3.1 PSU-30 shall be installed in compliance with the requirements for ASTM D1970 underlayment
in FBC Sections 1507 for the type of prepared roof covering to be installed:
6.3.2 Cut to 10- to 15-foot manageable sections and re -roll with the release film side out.
6.3.3 Membrane Application:
➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof
and set in place, printed side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly
pressing the membrane into place.
➢ Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum
3-inches.
➢ If the membrane becomes misaligned, cut the roll and re -start.
➢ Upon completion, inspect the membrane and repair any defects or fish -mouths.
6.3.4 For use in tile applications:
6.3.4.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section
5.7 herein, using the instructions noted above as a guideline
6.3.4.2 Wait a minimum of 24 hours prior to loading roof tiles.
6.3.4.3 Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment.
6.4 Titanium"" UDL-25 PLUS, UDL-30, UDL-50, UDL-TT, UDL-TF and (Private Labeled)
UDL-TTMC300:
6.4.1 Install in compliance with manufacturer's published installation instructions and the
requirements for ASTM D226, Type I and II underlayments in FBC Sections 1507 for the type
of prepared roof covering to be installed.
6.4.2 Fasteners:
6.4.2.1 Mechanical attachment of UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
6.4.2.2 Mechanical attachment of UDL-50, UDL-TT, UDL-TF and (Private Labeled) UDL-TTMC300 is
limited to ring shank roofing nails with minimum 3/8-inch diameter heads; ring shank roofing
nails with minimum 1-inch diameter plastic caps; screws and plates; or plastic cap staples.
6.4.3 Slopes of 4:12 or greater:
6.4.3.1 End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-
inches.
Exterior Research and Design, LLC. . Evaluation Report I11980.11.08-R2
Certificate of Authorization #9503 1py FL11602-R2
€ Revision 2: 02/17/2012
FILL
Page 5 of 6
` TRIIe11TY I ERD `
6.4.3.2 Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in
accordance with the surface markings on the, exposed face of the underlayment.. When batten
systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens.
6.4.4 Slopes of 2:12 to less than 4:12:
6.4.4.1 Double layer application; begin by fastening a 25-inch .wide strip along the eaves. Place a full -
width sheet over the. starter;, completely overlapping. the starter course. Continue as noted in
6.4.3, but maintaining minimum 25-inch side (horizontal) laps, resulting in a double -layer
application.
6.4.5 For use. in the applications:
6.4.5.1 Reference is.made to FRSA/TRI 07320/8-05. Installation, Manual, Fourth.Edition, and Section
5.7 herein.
6.4.5.2 Titanium'1 UDL underlayments are 48-inches wide; wider than the typical, codified 36-inch
wide ASTM D226, Type I and II underlayment. The placement and attachment requirements
set forth_ in Sections 6.4.3.. (single layer with..PSU-30 overtop) and 6.4.4 (double -layer) are
suitable to maintain the intent of FRSA/TRI 07320/8-05 Installation • Manual, Fourth Edition,
Systems 1 and 2.
6.4.5.3 Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment.
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.
S. 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 named QA agency for information on production locations covered by F.A.C. Rule 9N-3 QA
requirements.
10 QUALITY ASSURANCE ENTITY:
Intertek Testing -Services NA Inc:-ETL/Warnock Hersey - QUA1673; -(604) 520-3321 .
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report I11980.11.68-112
'CertiFcate of Authorization #9503 FL11602-112
Revision 2: 02/17/2012
Page 6 of 6
C
r