HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY:
DATE FILED:
'REVISION FEE:
1.
PERMIT# /S(D -00I
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE 0 C
FORT E, FL 34982-5652
(772 462-1553CFAX (772) 462 1578 04��
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SIITT
ADDRESS: 5 7 Coolidge RD Ft. Pierce Florida
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Move
hroom walls over 3' and block u
window
and water lines. Install metal roof instead_ of shingles. Oyv . l:� r - '!�L 1,
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC-058348 ST. LZJ� COUNTY Y CERT. #:
BUSINESS NAME:Shinn ction �c et
QUALIFIERS NA SpencerSimmons
ADDRESS: N9:43rd Ave
CITY: Vero 13 eacri STATE: ZIP:
PHONE (DAYTIME): - - FAX:
4. OWNEWBUILDER INFORMATION: t'
NAME: R�J
ADDRESS:
CITY: STATE: MAY aIP2015
PHONE: FAX:
R'G ;-�
5. ARCHITECT/ENGINEER INFORMATION: St. Lucie Count
NAME: M.L. Engineering
1 ADDRESS: 2030 37thAve
CITY: Vero Beach STATE: Fl ZIP: 32960
PHONE (DAYTIME): 772-569-1257 FAX:
Revised 07/22/2014 rCOPY
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report P9290.02.08-1112
FL1654-R14
Date of Issuance: 02/11/2008
Revision 12: 11/12/2014
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 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 Florida Building Code, 2010 sections noted herein.
DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 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 4, plus a 33-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
9
� � 1, -% , " W x
,AY ®1 ^�
The facsimile seal appe�`� as author--nt
by Robert Niemi P E On'(�+�'''� ry� 4
This does not aerT9s on c1l1sih' document. Signed,
sealed hardcopies have been a tat a Product Approval
Administrator and 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.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose. 151
AM
F"\Q
\ TRI II Y V ERD
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 subjectto the Installation Requirements and Limitations / Conditions of Use setforth 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:
EntExamination 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 P30540.11.09-111 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 P37590.03.13-5-131 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
ERD (TST6049) Physical Properties P45940.09.13 09/04/2013
ERD (TST6049) Physical Properties P44370.10.13 10/04/2013
ERD (TST6049) FM 4470/4474 SC6160.11.14 11/10/2014
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 300611S 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
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 04/ 08
Exterior Research and Design, LLC. alu io ep 9 02.08 R12
Certificate of Authorization #9503 ..L1654-R14
Revision 12:11/12/2014
Page 2 of 4
4.
5.
Katim
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
PRODUCT DESCRIPTION:
TRINITY I ERA
Date
Various
10/12/2010
Exp. 06/27/2016
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 L ROLL GOODS FOR POLYGLASS MD BITUMEN ROOF SYSTE ODIFIEMS-
,
Type
Product
Specification
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polyflex SA Base
ASTM D4601
N/A
II
Polyglass APP Base
ASTM D6509
N/A
N/A
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
1
Elastoflex SA V Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
ElastoflexS6
ASTM D6164
S
I
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko G SBS
ASTM D6164
G
I
Polyfresko G SBS FR
ASTM D6164
G
I
Elastoshield TS G
ASTM D6164
G
1
Elastoshield TS G FR
ASTM D6164
G
I
Elastoflex SA P
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyfresko G SBS SA P
ASTM D6164
G
I
Polyfresko G SBS SA P FR
ASTM D6164
G
I
Polyreflect
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 G
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
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 G APP SA P
ASTM D6222
G
I
Polyfresko G APP SA P FR
ASTM D6222
G
I
Polykool
ASTM D6222
S
I
LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record
for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design
guidance unless retained specifically f or that purpose.
5.2 This Evaluation Report is not for use in HVHZ.
5.3 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.4 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.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be
in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented
through proper codified and/or FBC Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
Exterior Research and Design, I.I.C. luF ion R o Y2
Certificate ofAuthorization #9503 4
R i 1 4I' �age4
6.
7.
S.
9.
5.7
5.8
f'
TRINITY IER®
For mechanically attac I u or m n t lbo in la 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.
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 forthese systems
5.9 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.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck
or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions
exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52,
ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be
capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field
uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16
and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined
from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3.
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 herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1.
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;
➢ PG8S0 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.
➢ Polybrite 90 or Polybrite 95
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements
QUALITY ASSURANCE ENTITY:
UL LLC — QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 33-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. Million io 0
Certificate of Authorization #9503 o
1isi 1 1
IM, I of 4
c.
a
\J TRINI TYIERD
APPENDIX 1:'ATTACHNIENT REQUIREMENTS FOR W1ND'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
5
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
6
lE-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
7-8
SE-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cov
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
11
2C
Steel or Conc.
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
-13
3A-1
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
-17
3A-2
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover
-19
3B
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover e�
19
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
21
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
22
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
y -25
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
26
5B
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
27
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
28
SD
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
28
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
28
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
29
6B
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
30
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
30
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
30
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
31-33
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
33
To"foXing notes apply to the systems outlined herein:
roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
i� roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. In lation / base sheet fasteners shall be of sufficient length for the following deck engagement:
Wood: Minimum 0.75-inch penetration.
oc 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,
a`-Mat
ss otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Roof Board that meets the CIA requirements of F.A.C. Rule 61G20-3 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.
r
OEtffisearch and Design, LLC. d/b/a Trinity I ERD Evaluation Report P9290.02.08-R12 for FL1654-R14
Certificate of Authorization #9503 Revision 12: 11/12/2014
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 33
` TRINITY1 ERD
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. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5. Unless otherwise noted, insulation adhesive application rates areas 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.
i Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
i Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
i 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.
i OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
i 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.
➢ 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-hal
➢ 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.
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 substitute
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MOP listing below meets or exceeds that listed fora partic'I n
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) one=
Y OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL)
Y 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) qC99M
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
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 metho
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, a
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 th'e—QdLd I I Q'h rha'i e
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
ruing 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
w iggLWing 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, ANSI/SPRI IA-1 or TAS 124.
ft—fMocover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
B IC all be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete,
e is made to FBC Section 1917.4.1, Point 1.
wig
Exterior Research and Design, LLC, d/b/a Trinity I ERD Evaluation Report P9290.02.08-R12 for FL1654-R14
Certificate of Authorization #9503 Revision 12: 11/12/2014
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 33
a
TRINITY J E R D
I
14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
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
Ply
FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II
(Base and Ply sheets, Asphalt -Applied)
SBS-AA
Base or Ply
Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6
(SBS, Asphalt -Applied)
Cap
Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS, Polyfresko G SBS FR
HA at 20-40 Ibs/square
Base or Ply
Elastoflex V, Elastoflex S6
SBS-TA
(SBS, Torch -Applied)
Torch -Applied
Cap
Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS,
Polyfresko G SBS FR
SBS-SA
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 G SBS SA P, Polyfresko G SBS SA P FR, Polyreflect
(SBS, Self -Adhering)
APP-TA
Base or Ply
Polyglass APP Base, Polyflex, Polybond
�
Torch -Applied
APP, Torch -Applied)
( PP )
Cap
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
APP-SA
Cap
Polyflex SA P, Polyflex SA P FR, Polyfresko G APP SA P, Polyfresko G APP SA P FR, Polykool
t
(APP, Self -Adhering)
15. 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 Ma ENE
r , l ) gs
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; am%=
➢ 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; ENOMMEWSM
➢ PG700 White Reflective Roof Coating;
➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Non-Fibrated; Ocalp
➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated; MEMMIMMOM
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
y uPolyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating;
Polybrite 70 White Elastomeric Roof Coating;
__'Polybrite 90 or Polybrite 95.
,Y
1§r' wing represent priming requirements for gypsum -based coverboards:
ens Deck and Dens Deck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane app,ca ion .
SECUROCK Gypsum -Fiber Roof Board does not require field priming for any membrane application.
1 M = 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.
Exterio h and Design, LLC. d/b/a Trinity) ERD Evaluation Report P9290.02,08-R12 for FL1654-R14
Ce ' thorization #9503 Revision 12: 11/12/2014
Prepared by: bert Nieminen, PE-59166 Appendix 1, Page 3 of 33
TRINITY 3 ERD
TABLE 1E-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) ORREcoVER
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS & PLATES), BONDED ROOF COVER
System
Deck (See
Base Sheet
Roof Cover
No.
Note 1)
MDP (psf)
Base
Fasten
Attach
Ply
Cap
Min. 15/32-
OMG #12 Standard Roofgrip or OMG #14 Heavy
6-inch o.c. at 4-inch lap and 6-inch o.c. in
W-43
inch plywood
Polyglass APP Base
Duty (min. 1-5/8-inch long) with OMG 3" Round
three, equally spaced, staggered center rows
(Optional) APP-TA
APP-TA
-90.0
Metal Plates or OMG Flat Bottom Metal Plates
W-44
Min. 15/32-
Elastobase (with sand top surface)
OMG #12 Standard Roofgrip or OMG #14 Heavy
Duty (min, 1-5/8-inch long) with OMG 3" Round
6-inch o.c. at flinch lap and 6-inch o.c. in
(Optional) BP -AA, SBS-AA,
SBS-AA, SBS-TA
-90.0
inch plywood
Metal Plates or OMG Flat Bottom Metal Plates
three, equally spaced, staggered center rows
SBS-TA or APP-TA
or APP-TA
W-45
Min. 15/32-
Elastobase (with sand top surface)
Trufast #12 DP or Trufast #14 HD (min. 1-5/8-inch
5-inch o.c. at 4-inch lap and 6-inch o.c. in
(Optional) BP -AA or SBS-AA
SBS-AA
-90.0
inch plywood
long) with Trufast 3" Metal Insulation Plates
three, equally spaced, staggered center rows
Min. 15/32-
OMG #12 Standard Roofgrip or CMG #14 Heavy
o.c, at 4-inch lap and o in five,
W-46
inch plywood
Polyglass APP Base
Duty (min. 1-5/8-inch long) with OMG 3" Round
equally
equally spaced, staggered center rows
enter r s
(Optional) APP-TA
APP-TA
-120.0
Metal Plates or OMG Flat Bottom Metal Plates
W 47
Min. 15/32-
Elastobase (with sand top surface)
OMG #12 Standard Roofgrip or OMG #14 Heavy
Duty (min. 1-5/8-inch long) with OMG 3" Round
6-inch o.c. at 4-inch lap and 6-inch o.c. in five,
(Optional) BP -AA, SBS-AA,
SB
inch plywood
Metal Plates or OMG Flat Bottom Metal Plates
equally spaced, staggered center rows
SBS-TA or APP-TA
or
fl
W 48
Min. 15/32-
Elastobase (with sand top surface)
Trufast #12 DP orTrufast #14 HD (min, 1-5/8-inch
6-inch o.c. at 4-inch lap and 6-inch o.c. in five,
(Optional) BP -AA or SBS-AA
tam
SB
12 .
inch plywood
1 long) with Trufast 3" Metal Insulation Plates
equally spaced, staggered center rows
TABLE 1F: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Deck (See
Primer
Roof Cover
NK
MD
JointTreatment
ease
Ply
No.
Note 1)
W49—
_G
(Optional__None
SBSSA
Lptidn—B S=SA;,B�
—SBS-SA;-AP P-
inh'plywoadp=�
-
APP-TA
TA,APTA,
-- —
W-50
Min. 15/32-
(Optional) PG100
None
Polyflex SA Base
(Optional) One or more
APP TA
h plywood
APP TA
QUM 15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V Base or
(Optional) SBS-SA, SBS-
SBS-SA, APP-S
-
-
plywood
place to create continuous bond.
Elastoflex SA V FIR Base
TA, APP-TA
TA, APPR
.15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V Plus or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
A
plywood
place to create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA, APP-TA135.0
. 15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
Polyflex SA Base
(Optional) One or more
APP-TA
135.0
plywood
place to create continuous bond.
APP-TA
MOCI
Ex error h and Design, LLC. d/b/a Trinity ) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report P9290.02.08-1112 for FL1654-1114
Revision 12: 11/12/2014
Appendix 1, Page 9 of 33
i.
FL# 11651.12 R1
I Iurnble,T.X 77338
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 15/32" 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. 449`h 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 Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1-4
p Of.
QfC
� O �
C E N
f No. 44
•a' STATE OFSub 0frAz&
CAA
#MM OP y
February 23, 201
Force
Compliance Statement: The product as 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 psf
156.5 psf
Fastener Pattern:
Panel Rib
Panel Rib
Fastener Spacing:
12" O.C.
6" O.C.
*Design Pressure includes a Safety Factor = 2.0.
N.0 E, r;..
O ile
C E H S'
No. 440
ST
smuar� �i Fs; • . ��
FL# 11651.12 R1 February 23, 2012
Fcrrce E igirie.e'ri.txg OTe 'i
195:30 Rambkmx,od Drive
Hurnbte; FX 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: UL 580-94 / 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
isIIIfII1.0 N.0 E, Z.- W
D
N'1 CENSF�,h��i�
No. 444�
STATE of ; ar
Fs '
0 NI I I ► ►. ,
February 23, 2012"
Hurn le,"a'X 773.38
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.
FL# 11651.12 R1
,,,,1{111111/1II
0
a • STATE OF ; a
score ammi , S • ,
February 23, 2012
26 Ga. 5V Crimp Roof Panel over 1/2" PlyQ.�,__--�
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Note ;
Alt Radii 0.05
12NOV99
Fixed
Overtap Ribs
For 24' Coverage
1211, - 24' Coverage
3/8- 7,\
Adjus-tabte
Center Kilo
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Underlap Ribs