HomeMy WebLinkAboutSUBMITTED PAPERSDATE: FEES L)_! RECEIPT #: ` I Permit #:
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Few—
=` Planning & Development Services Department
Building & Code Regulation Division S
® sr 2300 Virginia Avenue CqN���
1 Ft Pierce, FL,34982-5652 a }%
Tel.772-4624553 `St' Lucie Cola
APPLICATION FOR ROOF PERMIT my
SEE REVERSE SIDE FOR INSTRUCTIONS
1. Location/Site Address: 5y 13 4fen 00J0h'M 5}ree4 Pierce FL 3g751
2. Parcel ID Number: 1361 --602 - 009S - and 17
3:
Oerce Use
Only
Section
I Township
Range
I Map Page
I Zoning
I Land Use
Initials
S
anaIl etce � l` . Peel ` 7-�'� c IC
Description of Project or Work Activity:`ti Ay �en0► -1 pPc , �o w. � .�
4. Total Roof Area (square feet): 900 5. Roof Pitch: rlal
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [,,(Modified Bitumen [ ] Other
1 Product Approval required for all types of Roofing Material (2 Sets)
[ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.844 will be required.
7.- Owner Information 8. Contractor Information
Name:`Qi °- NaSovi FL Reg/Cert #: CC C 13z 5^�7 7
Address: -735 . ba i ek Play �d1 County Cert #: c2lo!t ♦% P,
City: "e,� e l' State: (-L
Zip: , 2 Phone: � 3) -0164
Business Name: dti r V 5 6 in c h01 M
Cell Phone: 772 -^4 13 - ysyS
9. Value of Construction: $ 3950.6 O 177, q 7 3 - 2$11
**Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWNEWS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be
done in enmpli ce with all liable laws regulating construction and zoning.
ud►
PRINT QU S/OWNERS NAME GNA OF QUALN&JOWNER
STATE OF FLORIDA. COUNTY OF
ACKNOWLEDGED BEFORE ME THIS , DAY OF 20L' BY �0 -
411 EIG EA4
A A ♦ w
WHO PERSONALLY KNO TO ME OR HAS PRODUCED • ►AS IDENTIFICATION
%Ayz W �fi�. C p . may. 7 0 •&S:
SIGNATURE OF N Y TYPE O PRINT O NO Y�
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
DR h1PE 59
HRE i
MY COMMIS�I01� # F0601
o .g, c tJiHi.r •:.
,�d :a RXPIR edlhfu Notary °ablic Undenvnters
8ond
INSTRUCTIONS
Please complete all information in the space provided. All information must be printed (use black or blue ink
only) or typed. This roof permit application is to be used only for those activities that are not otherwise included
under a primary building permit. This application may not be used for any activity that includes structural
alteration. Building activities involving structural, alteration,, in addition to the roof work; must be permitted
through the regular building permit review process. The information to be provided with this application
includes:
1. Location/Site Address
Indicate the street address or general location of the
property where the building activity is taking place.
•:.
2. Parcel ID'Number ' Indicate the tax-idenfification number of.the property where
the building activity is taking place.
3. Description of Project or Work Activity Completely describe the building activity to take place.
Please indicate if tear -off or shingle over shingle etc.
4. Total Roof Area Indicate total roof area to be affected by this permit. Also
indicate the pitch of the roof, expressed as a standard ratio
of run rise.
5. Type of Roof Indicate the type of roof being, repaired or resurfaced.
6. Owner Information Indicate the name and address of the owner of the property
on which building activity is taking place...
7: Contractor Information Indicate the State of Florida registration number (if
applicable), St. Lucie County contractor license number and
the name of the business doing the work.
8. Value of Construction Indicate the total value of the work to take place. Total cost
of construction includes all material and labor costs
associated with the building/construction activity.
Construction value is used to determine the permit fee. St.
Lucie County reserves the right to question and/or modify
the indicated value of construction if it is demonstrated that
the submitted figures are not consistent with similar types
of construction.
This application,can:be submitted;to St. Lucie County Building and Zonin&2300 Virginia Avenue, Fort Pierce,
FL 34982. All permit applications,must be filled out completely before submission, No applications will be
accepted for processing after 4 30'P.1VL'Fbi• assistance in completing this application,�please call (772)
462-1�S3, during regular office hours, - .0 AM S OOtP.M); Monday through,Friday '�;t f
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
St. Lucie County Roof Permit Application rev. 3/1/2009
JOSEPH E. SMITH, CLERK f"`--SHE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3657961 OR BOOK, ,8 PAGE 2840, Recorded 12/20/2011 a-" ':54 AM
PERMIT NUMBER:
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement. )
1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: /_3a/ - GEC) 2-- C�CI %S - "6 7
L.hKakf Vv - - -- - • ----
2. GENERAL DESCRIPTION OF IMPROVEMENT: —rdA, 46 ravel Ft rtt axrrf T v t�ttcr, a rncl
3. OWNER INFORMATION: a. Name 21 A,4 N U)aan h2d,542-+u
b. Address 7-!1S T3 p,44 tit M H f%- TZ D �%�f2u EfjG Kp P x9 mac, interest in property ow r1C
d. Name and address of fee simple titleholder (if other than owner)_
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER:
-5-C2-
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: Al H e-
7. 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: 1I�1 �T7 Pti�� 2,4I-Glib
NAME, ADDRESS AND PHONE NUMBER: •D) A�-�' W, 10.14s o,1 79.5 7ak ut. Y1 a Rol deyn Pbac-k
8. In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is
specified) , 20_
Signature of Owner or Print Name and Provide Signatory's Mile/Office
Owner's Authorized Offlcer/Director/Partner/Manager
State of Florlda
Countyof, t&,
The foregoing instrument was acknowledged before me this day of b4 m m tJL 20 I f
By CXU h CA.,
(Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact)
For
(Name of party on behalf of whom instrument was executed) Personally Known or produced the following type of ID:
^ .� JOSIAN6ADIXON
`,`� Notary Public, Stale of Florida
(PrinteApame of Notary Public) (Signs ure of Notary Public) Con:mission8DD894995
k'p coatm. ext:ims Jane 1, 2013
Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are tine to the best of my knowledge and
belief (section 92.525, Florida Statutes).
Signature(s) of Owner(a) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above:
By: _-l{M-41. W1 \a•a-1— •
Rev. W3Ar oar(R-. -a)
STATE OF FLcRIDA
ST. LdI` * COU�17Y nvY!!i�' kC A
THIE
)9U
ORI
By:
nn+
P
OFFICE USE ONLY:
cor
DATE FILED: �1 • I - I �. PERMIT # I I D Q V
REVISION FEE: -RECEIPT # - - - -
1.
2.
3.
4.
5.
LOCATION/SITE
ADDRESS:
Luci,�
PLANNING & DEVEL
BUILDING & CODE REG I
2300 VIRGINIA
FORT PIERCE, F 9 2
(772) 462-1ON
APPLICATION FOR BUILD
PROJECT INF
V eevl b v� -� •: ce �L
5 v b d Par
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
FL""I U 54i - K" 1
! 0, t uAl- 51
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CC C'22 s � ST. LUCIE COUNTY CERT. #:
- BUSINESS NAME: 4
QUALIFIERS NAME: e
ADDRESS:
CITY: )(egu RescZ, STATE: f ( ZIP:
PHONE (DAYTEWE): ]3'2 - FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CrlrY: STATE: ZIP:
PHONE: F`'
ARCHITECT/ENGINEER INFORMATION:
NAME:
A nnUFCC• '
CITY: STATE:
PHONE (DAYTIME): FAX: _
SLCCC: 9/23/09
Revised 04/26/2010
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS T�4AT
((MAY BE NECESSARY IN ORDER TO [�C
YIII A
�tEat
7REVIEWED
E COUN
G DIV EN
E
T` N PERMITEPTON JOB OR
NO INSPECTION WILL BE MADE
C
J LS ENGINEERING CONSULTANTS, LLC
CONSULTING ENGINEERS
February 8, 2012
St. Lucie County Building and Inspections
2300 Virginia Ave.
Fort Pierce, FL 34982
Re: Analysis of Existing 2" x 6" Rafters/Roof Wind Loads
Ward Residence
5413 Green Dolphin St.
Fort Pierce, FL 34951
Permit #1112-0200
To Whom It May Concern:
i I ► a- 1)90-0
RECEIVED
FEB 15 2012
Public Works
St. Lucie County, FL
10A
This letter is written to provide certification that I, as a Professional Engineer, have been retained to establish
compliance with the St. Lucie County codes and regulations pertaining to the modification at the residence
listed above. I have analyzed the proposed roof modification, and have determined that the existing 2" x 6"
rafters will be structurally sufficient to handle the load of the existing 1" x 6" T & G sheathing as well as the
additional 5/8" CDX that is required per the roofing materials' product approval. The modifications are in
compliance with the 2007 Florida Building Code w/ the 2009 supplement.
Furthermore, the "Polyglass USA" Modified Bitumen roof system (FL #1654-R9) number being used will need
to be W-34 with an Elastoflex SA V Plus base that is rated to a maximum design pressure rating of -135.0 PSF.
My analysis was based on the design criteria below:
Wind Design Speed: 140 mph
Exposure Category: `B"
Importance Factor: 1.00
GCPI: +/- 0.55 (Partially Enclosed)
Zone 1: +25.4/-463 PSF
Zone 2: +25.4/-70.0 PSF
Zone 3: +25.4/-99.6 PSF
The engineering services addressed therein have been performed and based upon my professional engineering
knowledge, technical documentation, information and belief, and in accordance with commonly accepted
procedures consistent with applicable standards of practice, and is not a guaranty or warranty, either expressed
or implied. Should you have any questions, please feel free to call me at (772) 473-2571.
Sincerely, .
Jason W. Short, P.E.
Principal Engineer
Cc: John & Son Roofing, Inc.
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
PT-RINITYI 353 Christian Street
ERD Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P9290.02.08-117
150 Lyon Drive FL1654-1119
Fernley, NV 89408 Date of Issuance: 02/11/2008
Revision 7: 02/22/2011
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 2007 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 30-page Appendix.
Prepared by:
a.04 �Z !/
The facsimile seal appearing was authorized
by Robert Nieminen, P,E, on 02/22/2011
••.�p�, ,c= ^ � `�p� f r; This does not serve as an electronically signed
Robert J.M. Nieminen P.E. %Fss• :..:.•
� t=ti;;,,•• document. Signed, sealed hardcaples have been
��� O�t. �,, 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.
�I TjtlNffYIERD
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. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind
FM 4470
1992
1504.7
Impact
FM 4470
1992
1507.11.2
Physical Properties
ASTM D6163
2000
1507.11.2
Physical Properties
ASTM D6164
2000
1507.11.2
Physical Properties
ASTM D6222
2002
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470
P13760.09.09
09/10/2009
ERD (TST6049)
FM 4470
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470
P30540.11.09-R1
11/30/2009
ERD (TST6049)
FM 4470
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470
P33970
12/02/2009
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
3018332
01/31/2006
FM Approvals (TST1867)
FM 4470
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470
3024594
05/23/2006
FM Approvals (TST1867)
FM 4470
3023458
07/18/2006
FM Approvals (TST1867)
FM 4470
3030668
09/12/2007
FM Approvals (TST1867)
FM 4470
3032172
06/12/2009
PRI (TST5878)
Physical Properties
PUSA-062-02-01
12/04/2007
PRI (TST5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST5878)
Physical Properties
PUSA-064-02-02
02/27/2008
PRI (TST5878)
Physical Properties
PUSA-062-02-02
12/04/2008
UL (QUA1734)
Quality Control
UL File R14571
Exp. 11/30/2012
Miami -Dade (CER1592)
HVHZ Compliance
Various NOAs
Various
Miami -Dade (CER1592)
Proposal for Review
10-0823
10/12/2010
Exterior Research and Design, LLC. Evaluation Report P9290.02.08-R7
Certificate of Authorization #9503 FL1654-R9
;4""PY
Revision 7: 02/22/2011
Page 2 of 5
\/ I UNITY I ERD
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with
Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein.
The following Polyglass membranes make up the subject systems.
Table 1: Roll -Goods for Polyglass Modified Bitumen Roof Systems
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Modibase
ASTM D4601
N/A
II
SBS Membranes
Elastobase
ASTM D6163
S
I
Elastoflex V
ASTM D6163
S
I
Elastoflex SA V Base
ASTM D6163, Table 2
S
I
Elastoflex SA V FR Base
ASTM D6163, Table 2
S
I
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastoflex SA V Vent
ASTM D6163
S
I
Elastoflex SA V Vent FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko MOP
ASTM D6164
S
I
Polyfresko MOP FR
ASTM D6164
S
I
Elastoshield TS G
ASTM D6164
S
I
Elastoshield TS G FR
ASTM D6164
G
I
Elastoflex SA P
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyfresko SBS SAP
ASTM D6164
S
I
Polyfresko SBS SAP FR
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
I
Polyflex G
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko Torch
ASTM D6222
S
I
Polyfresko Torch FR
ASTM D6222
S
I
Polybond
ASTM D6222
S
I
Polybond G
ASTM D6222
G
I
Polyflex SA P
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
I
Polyfresko APP SAP
ASTM D6222
S
I
Polyfresko APP SAP FR
ASTM D6222
S
I
Polykool
ASTM D6222
S
I
Polybianko
ASTM D6222
S
I
LIT
Exterior Research and Design, LLC. Evaluation Report P9290.02.08-117
Certificate of Authorization #9503 FL1654-R9
Revision 7: 02/22/2011
Page 3 of 5
F)o
\I I RINITY I ERD
5. LIMITATIONS:
5.1 This Evaluation Report is not for use in HVHZ.
5.2 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior
in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and
installed to meet project design criteria to the satisfaction of the AHJ.
5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
5.6 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum
design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure
determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an
asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3
enhancements.
5.7 For fully -adhered insulation, the maximum design pressure for the selected assembly shall
meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems
5.8 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be
tested in the existing deck for withdrawal resistance. A qualified design professional shall
review the data for comparison to the minimum requirements for the system. Testing and
analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
5.9 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover
installation, the existing deck or existing roof surface shall be examined for compatibility with
the adhesive to be installed. If any surface conditions exist that bring system performance into
question, field uplift testing in accordance with ASTM E907 or FM LPDS 1-52 shall be conducted
on mock-ups of the proposed new roof assembly.
5.10 For bonded insulation or membrane over existing substrates in a recover installation, the
existing roof system shall be capable of resisting project design pressures on its own merit to
the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM
E907 or FM LPDS 1-52.
5.11 Metal edge attachment (exept gutters), shall be designed and installed for wind loads in
accordance with FBC Chapter 16 and tested for for resistance in accordance with ANSI/SPRI
ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.
5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC
and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Polyglass Modified Bitumen roof systems shall be installed in accordance with Polyglass USA,
Inc. published installation instructions, subject to the Limitations / Conditions of Use noted
below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1.
Exterior Research and Design, LLC. Evaluation Report P9290.02.08-117
Certificate of Authorization #9503 FL1654-119
C 0 e ion 7: 02/22/2011
FILE F Page 4 of 5
r
TRINITY � ERD
6.3 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.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA
requirements
9. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories — QUA1743
(847) 664-3281
- THE 30-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report P9290.02.08-R7
Certificate of Authorization #9503 FL1654-1119
Revision 7: 02/22/2011
Page 5 of 5
TRIN"I ERD
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4
1A-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
1B
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
6
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
1D
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
7
1E
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8-9
1F
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
9
2A
Steel or Conc.
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
10
2B
Steel or Conc.
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
10
2C
Steel or Conc.
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
it
3A-1
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
12-15
3A-2
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover
16
3B
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
17
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
18-19
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
19
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
20-23
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
24
5B
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
25
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
25
5D
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
26
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
26
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
27
6B
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
28
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
28
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
28
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
29-30
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
30
Exterior Research and Design, LLC. d/b/a TrinityjERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report P9290.02.08-R7 for FL1654-R9
Revision 7: 02/22/2011
Appendix 1, Page 1 of 30
\�1 TRINITY) ERD
The following notes apply to the systems outlined herein:
1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through
proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck
Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule
9N-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover.
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 or OlyBond500 Green (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot).
➢ 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 anywhere 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 polyisocyanu rate at the following thickness
limitations may be substituted with the following Maximum Design Pressure (MDP) limitations:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 0.5-inch thick)
® ➢ OMG OlyBond 500 or OlyBond500 Green (OB500): MOP -120.0 psf (Min. 1.0-inch thick)
` ➢ OMG OlyBond 500 or OlyBond 500 Green (013500): MOP -90.0 psf (Min. 0.5-inch thick)
➢ 3M CR-20: MOP -117.5 psf (Min. 1.0-inch thick)
7. Bonded polyisocyanurate 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
0 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.
C) 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.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9
Certificate of Authorization #9503 Revision 7: 02/22/2011
INN< Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 30
r
Q))
TOR INfTY I ERD
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 AHJ, as
documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or ANSI/SPRI IA-1.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
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, Modibase, FBC Approved ASTM D4601, Type II
HA at 20-40
(Base and Ply sheets,
Asphalt -Applied)
Ply
FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II
Ibs/square
Base or Ply
Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6
20-40
SBS-AA
(SBS, Asphalt -Applied)
Cap
Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko
HA at
Ibs/square
MOP, Polyfresko MOP FR
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
Torch -Applied
FR, Polyfresko MOP, Polyfresko MOP FR
SBS-SA
Base
Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self
(SBS, Self -Adhering)
Cap
Elastoflex SA P, Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR
-Adhering
APP-TA
Base or Ply
Polyflex, Polybond
(APP, Torch -Applied)
Cap
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR
Torch -Applied
APP-SA
Cap
Polyflex SA P, Polyflex SA P FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polybianko
Self -Adhering
(APP, 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.
Exterior Research and Design, LLC. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report P9290.02.08-R7 for FL1654-R9
Revision 7: 02/22/2011
Appendix 1, Page 3 of 30
B
C)o
\l TRINITY IERD
TABLE 1E: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off) _
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Base Sheet
Roof Cover
MOP (psf)
Base
Fasteners
Attach
Ply
Cap
No.
Roof Deck
Min. 19/32-Inch plywood at
32 ga., 1-5/8-inch diameter
in 4 Inch lap
Inch in four,
and 6-inch
and
(Optional) One or
more BP -AA,
SBS-AA, SBS
W-30
max. 24-Inch spans attached
Elastobase or Elastobase Poly
tin caps with 11 ga. annular
spao.cced,
equally spaced,
l
SBS AA, SBS TA
TA, APP TA
-112.5
6-inch o.c. with #8 screws
ring shank nails
staggered center rows
or APP-TA
32 ga., 1-5/8-inch diameter
6-Inch o.c. in 4-Inch lap
(Optional) One or
more SBS-SA (no
W-31
Min. 19/32-Inch plywood at
max. 24-Inch spans attached
Elastobase or Elastobase Poly with poly
tin caps with 11 ga. annular
ring shank nails. Note: Tin
and Inch in four,
Elastoflex SA V
SBS-SA APP-
SA, SBS TA or
112.5
6-Inch o.c. with #8 screws
to surface
P
caps are to be primed with
ll spao.cced,
equally spaced,
staggered center rows
E
Base or Elastoflex
SFR Base),
APP-TA
PG100 or ASTM D41 primer.
SBS- TA or APP-TA
TABLE IF: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
Roof Cover
System No.
Deck
Primer
MDP (psf)
Joint Treatment
Base
Ply
Cap
Min. 19/32-Inch plywood at
W-32
max. 24-Inch spans attached 6-
inch o.c. with Sd ring shank
(Optional) PG100
None
SBS-SA
(Optional) SBS-SA,
SBS-TA or APP-TA
SBS-SA, APP-SA,
SBS-TA or APP-TA
-90.0
nails
Min. 15/32-Inch plywood at
Plywood Joints are covered with 4-Inch
Elastoflex SA V
(Optional) SBS-SA,
SBS-SA, APP-SA,
W-33
max. 24-inch spans attached 6-
(Optional) PG100
wide strips of Elastoflex SA V Plus, rolled
Base or Elastoflex
SBS-TA or APP-TA
SBS-TA or APP-TA
-97.5
inch o.c. with #12 screws
Into place to create continuous bond.
SA V FR Base
�Mm
4
-15/32 inch plywood at_
inch spans attached 6 :
(Optional) PG100
rPlywood joints arexovered-with 4lncti :
j wide strips of ElastoFlex SArV Plus, rolled,
Elastoflex SA V Plus
or Elastoflex SA V
(Optional) SBS-SA,
SBS-TA APP-TA
SBS-SA, APP-SA,
SBS TA or APP TA
K
r „3`IN
t.
,max-24
mcli o c .with #12.screws
i mto place to•,cEgate:�co'ntfnuous.bond:_-:_; "
Plus FR
or
Exterior Research and Design, LLC, d/b/a TrinityjERD
Certificate of Authorization #9503
Prepared by: Robert Nleminen, PE-59166
lk
FjyF�9��FyF�
Evaluation Report P9290.02.08-R7 for FL1654-R9
Revision 7: 02/22/2011
Appendix 1, Page 9 of 30
Planning & Development Services
Building & Code Regulation Division
Permitting Department
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
Review Comments
Page 2
02/07/2012 1 Comment REVISION DISAPPROVED * CONTRACTOR CHANGED SYSTEM TYPE WHICH NOW LOWERS THE
DESIGN PRESSURES * OBTAIN A LETTER FROM JLS ENGINEERING THAT THIS IS ACCEPTABLE
AND IDENTIFY THE CURRENT FL# IN THE REPORT. YOU HAVE SUBMITTED AN OUTDATED
TRINITY REPORT *
02/07/2012 2 Comment COMMENTS MAILED AND FAXED AS OF THIS DATE
To Be Review by Plans Exar Complete Joe Cicio 01/04/2012 12/21/2011
RECEIVE®
FEB 15 2012
Public Works
St. Lucie County, FL.
It
r
Planning & Development Services
Building & Code Regulation Division
Permitting Department
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
PROPERTY INFORMATION
Address: 5413 GREEN DOLPHIN RD
City / State / Zip: FORT PIERCE
Parcel#: 1301-602-0095-000/7
Zoning:
APPLICATION INFORMATION
Permit Number: 1112-0200
Activity Type:
Permit Type: Roof
CONTRACTOR INFORMATION
Contractor Name: CAUDILL, TERRY DANIEL
Business Name: JOHN & SON ROOFING INC
Business Addr: 6435 61 ST CT
City / State / Zir
REVIEWS AND COMMENTS
Review Comments
FL 34982
Jurisdiction: St. Lucie County
Lot # : 26 Block: 14
VERO BEACH, FL 3296'
Page 1
Owner(s):
Diane W Nason
THOMAS NASON
Application Type: Over the Counter Permit
Other Activity:
Stories: 1 Automatic Sprinkler System?
Fax Number 772-562-1270
Review Type Status Reviewed By Date Started Date Complete Date Released
Documents Missing Pending Audrey Humphrey 12/20/2011
12/20/2011 2 Comment HOUSE IS OVER 50 YEARS OLD WILL NEED APPROVAL FROM HISTORICAL ( GROWTH
MANAGEMENT).
Front Counter Review
Plans Examiner Review
Complete
Audrey Humphrey 12/20/2011 12/20/2011
Pending Dave Johnson 12/21/2011 9
12/21/2011 1 Comment CONTRACTOR TO CHOOSE TYPE ROOF ASSEMBY
12/21/2011 2 Comment MAILED COMMENTS TO CONTRACTOR & OW O CONTRACTOR ON PHONE
To Be Review by Plans Exan Complete 12/21/2011
Florida Building Code Online
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WE-,. Product ApprovaW
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FILE COPY'
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
e,
FL1654-R9.
Application Type
Revision
Code Version
2007
Application Status
Approved
Comments
Archived
I l
Product Manufacturer
'=�" POLYGLASS USA
Address/Phone/Email'
150 Lyon Drive
Fernley, NV 89408'
(570) 384-1230 Ext242
jakins@polyglass.com
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)
James Akins
jakins@polyglass.com
James Arnold, PE, RRO
10475 Park Meadows Drive,;
Suite 600 tj
Lone Tree, CO 80124
(720) 279-2348
jarnold@polyglass.com
James Akins
%I
555 Oakridge Road
�
Humboldt Industrial Pkwy
Hazleton, PA 18201
\
(800) 894-4563
jakins@polyglass.com
Roofing
Modified Bitumen Roof System
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Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
Underwriters Laboratories Inc.
11/30/2012
John W. Knezevich, PE
ral Validation Checklist - Hardcopy Received
FL1654 R9 COI Trinity ERD CI - Nieminen.odf
Standard Year
ASTM D6163 2000
ASTM D6164 2000
http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvgqu2w%2bnFg... 1 /4/2012
'Florida Building Code Online
2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
ASTM D6222
FM 4470
2002
1992
I
Lt
y
W=h
CO ; •i
Method 1 Option
02/22/2011
02/23/2011
02/25/2011
04/05/2011
12/09/2011
Summary of Products
FL # 11lModel,
Number or Name
Description
1654.1
Polyglass Modified Bitumen
SBS and APP modified bitumen roof systems
Roof Systems
�
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1654 R9 II Al er022211FINAL POLYGLASS MODBIT FL1654-
R9.odf
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 R9 AE er022211FINAL POLYGLASS MODBIT FL1654-
R9.odf
over concrete deck. Refer to the ER Appendix
for other systems and deck types. 2.) Refer to
Created by Independent Third Party: Yes j
ER, Section 5 for other Limits of Use.
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TRINITY
ERQ
C) APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type. Description Page
1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4
1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5
1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6
1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6
1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 7
mmaj 1E Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8-9
IF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 9
2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10
2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 10
2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover it
3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 12-15
3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 16
3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17
4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 18-19
4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 19
4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20-23
5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 24
5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 25
5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 25
5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 26
5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26
6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 27
6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 28
6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 28
6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 29-30
7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 30
Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report P9290.02.08-R7 for FL1654-R9
Certificate of Authorization #9503 Revision 7: 02/22/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 30
°4
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 AHJ, as
documented through field uplift testing in accordance with ASTM E9O7, FM LPDS 1-52 or ANSI/SPRI IA-1.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
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, Modibase, FBC Approved ASTM D4601, Type II
HA at 20-40
(Base and Ply sheets,
Asphalt -Applied)
Ply
FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II
Ibs/square
SBS-AA
Base or Ply
Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6
(SBS, Asphalt -Applied)
Ca p
Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko
HA at 20-40
Ibs/square
MOP, Polyfresko MOP FR
SBS-TA
Base or Ply
Elastoflex V, Elastoflex S6
(SBS, Torch -Applied)
Ca p
Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G
Torch -Applied
FR, Polyfresko MOP, Polyfresko MOP FR
SBS-SA
Base
Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS, Self -Adhering)
( 9)
Cap
Elastoflex SA P, Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR
Self -Adhering
APP-TA
Base or Ply
Poly ex, Po bond
APP, Torch -Applied)
( lied PP � )
Cap
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR
Torch -Applied
APP SA
Cap
Polyflex SA P, Polyflex SA P FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polybianko
Self -Adhering
(APP, 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.
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report P9290.02.08-R7 for FL1654-R9
Revision 7: 02/22/2011
Appendix 1, Page 3 of 30
QOTRINITYIERD
The following notes anoly to the systems outlined herein: �.
1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through
proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: 0
➢ Wood: Minimum 0.75-inch penetration. =-
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck
Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule
am
9N-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover.
Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically
IM
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.
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.
LLM
➢ 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 or OlyBond500 Green (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot).
➢ 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: UTESET may be used anywhere 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 polyisocyanu rate at the following thickness
limitations may be substituted with the following Maximum Design Pressure (MDP) limitations:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG OlyBond 500 or OlyBond500 Green (013500): MDP -120.0 psf (Min. 1.0-inch thick)
➢ OMG OlyBond 500 or OlyBond 500 Green (OB500): MDP -90.0 psf (Min. 0.5-inch thick)
➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
7. Bonded polyisocyan u 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.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-119
Certificate of Authorization #9503 Revision 7: 02/22/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 30
I
A44 _ D Azle Tokvv5m
f
�O'11n A- 5py\ (Z000 Y*I)
TRINITY I ERE)
TABLE IE: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System Roof Deck Base Sheet
No. Base Roof Cover
Fasteners Attach Ply Cap MDP (Psi)
W-30
Min. 19/32-Inch plywood at
max. 24-inch spans attached
Elastobase or Elastobase P �'
32 ga., 1-5Je-inch diameter
tin caps with 11
6-Inch o.c. In 4-Inch lap
and 6-inch o.c. in four,
(Optional) One or
more BP -AA,
SBS-AA,
6-inch o.c, with #8 screws
ga, annular
ring shank nails
equal) spaced,
y D
SBS-AA, SBS-TA
SBS-
TA, APP-TA
-112.S
staggered center rows
or APP-TA
W-31
Min. 19/32-inch plywood at
max. 24-inch spans attached
Elastobase or Elastobase Poly
y with poly
32 ga., 1-S/8-Inch diameter
tin caps with 11 ga. annular
6-Inch o.c. in 4-inch lap
(Optional) One or
more SBS-SA no
6-inch o.c. with #8 screws
top surface
ring shank nails. Note: Tin
caps are to be primed with
and 6-inch o.c, in four,
equally spaced,
Elastoflex SA V
Base orEtastoAex
SBS-SA, APP-
SA, SBS-TA or
-112.5
1`13100 or ASTM D41 primer.
staggered center rows
SA V FR Base),
APP-TA
SBS-TA or APP-TA
TABLE IF: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Oft)
SYSTEM TYPE F: NON -INSULATED; BONDED ROOF, COVER
System No. Deck Primer Roof Cover
Joint Treatment Base Ply Cap MDP (Dirt)
Min. 19/32-Inch plywood at
W-32 max. 24-Inch spans attached 6-
Inch o_c with 8d ring shank (Optional) PG100 None SBS-SA (Optional) SBS-SA, SBS-SA, APP-SA, -90.0
nails SBS-TA or APP-TA SBS-TA or APP-TA
Min. 15/32 mch ptywood aE Plywood-jpliiirare epvered with-,4 Inch Elastoflex SA V! - WE33 max 24-inch spans attached,6 .4 ' (Optional) PG100 wide strips.if Elasto`fle_x SA V Plus rolled _ease or-Elastoflex •f�
(Optional) SBS-SA, SBS-SA;_APP-SA?
1 inch o c. with t#12 screws 7 into place to'create continuous bond. ' SA V FR Base SBS-TA or APP-TA SBS TA orAPp=TA 99
y
FI '9.-I r Min. f5/32-inch plywood at Plywood joints are covered with 4-Inch Elastoflex SA V Plus
+' max. 24-inch spans attached 6- (Optional) PG100 wide strips of Elastoflex SA V Plus, rolled or Elastoflex SA V (Optional) SBS SA, SOS -SA, APP-SA,
inch o.c, with #12 screws into place to create continuous bond. Plus FR SBS-TA or APP-TA SBS TA or APP-TA' -135.0
RECEIVE®
A DEC 212011
ex PERMITTING
St. Lucie County, FL
Exterior Research and Design, LLC. d/b/a TrinitylERD,. „-....
Certificate of Authorizatlon #9503Evaluatlbri :(;sport P.929b:02Ut)=R7`ftir FL1'654 R9';;
....,..
Prepared by: Robert Nieminen, PE
Appendix RiA0f1dW7-- 02j22/201f ",-
Appendix 1, Page 9 of 30
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