HomeMy WebLinkAboutSUBMITTED PAPERSDATE: FEES DLPermit #:
7. Owner Information
Name: / ce Colh /ems
Address:�!/�'
City: State:
Zip: Phone: 2-
9. Value of Construction: $ A 52W.
- Planning & Development Services Department
® _ Building & Code Regulation Division SL',gN
o e 2300 Virginia Avenue Sf
Ft. Pierce, FL 34982-5652
Tel. 772-462-1553 Cie C
APPLICATION FOR ROOF PERMIT °vn61�� SEE —+SIDE R INSTRUCTIONS
I. Location/Site Address:
2. Parcel ID Number: �jf �� /'��a 4=
Office Use
Only
Section
I Township
Range
Map Page
&ning
Land Use
Initials
3. Description of Project or Work Activity: Y4t!A —
4. Total Roof Area (square feet): / ) UlJ 5. Roof Pitch:
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [4Modified Bitumen [ ] Other
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.
8. Contractor Information
FL Reg/Cert #: ��G 13,?�Z,Z $�
County Cert #: C�_Z�'
tk
-#nit.
Business Name: ,�/jfxljQ�S Clnt tL4r ct%)
Cell p>ioL ~14 �5 yp11S'
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/O NER'S AFFIDAVIT: I certify that all of the info ion contained in this placation is correct and that all work will be
/ done in complian with a plica a law gul g construction and zoning.
a. •
PRINT QU IFIERS/O NERS NAM SIGNATU OF QUALI IER/ W R
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS DAY OF 20, BY
WHO IS PERSONALLY OWN O ME R HAS UCED AS IDENTIFICATION _
SIGNATURE OF NO Y TY OR PRIN AME F NOTARY (seal)
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.
e�..rr,....�
°i, AUCREY B. HUMPHREY�
Revised 4/26/2010 i +' MY COMMISSION # EE 061159 I
EXPIRES: March 5, 2015
P ,0 •` 800ded Thru Notary Public Undermitm
c— . a 0 0,:a
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 identification number of the property where
the building activity is taking place.
3. Description of Projector 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 sir>ililar types
of construction.
This application can be submitted to St. Lucie County Building and Zoning, 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.M. For assistance in completing this application, please call (772)
462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday.
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
St. Lucie County Roof Permit Application rev. 3/l/2009
Property Appraiser - St.Lucie P—nty, FL
Page 1 of 1
Lee A Collins Record: 1 of 1
Property Identification
Site Address:
3701 Avenue S
Seclrown/Range:
05 :35S :40E
Map ID:
24/05N
Zoning:
RS-4
Ownership and Mailing
Owner: Lee A Collins
Address: 3701 Ave S
Fort Pierce FL 34947-5644
Sales Information
Date Price Code Deed
8/1/1972 22500 00 CV
PROPERTY RECORD CARD
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
ParcellD: 2405-601-0130-000-4 X., co
Account #: 18461
Land Use: SF Res
City/Cnty: St Lucie County
Legal Description
SUNLAND GARDENS BLK 7 LOTS 9, 10, 11 AND 12 (0.52 AC) (OR
205-1669)
Assessment 2011 Final
Total Land and Building
Book/Page 2011 Final:
47700
Land Value: 11500 Acres: 0.5
0205 / 1669 Assessed:
47700
Building Value: 36200
Ag.Credit:
0
Finished Area: 1580 SgFt
Exempt:
25500
Taxable:
22200
Taxes:
451.68
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
TG - Tar & Gravel
RoofStruct:
FS - Flat/Shed
ExtType:
HD+ - HD+
YearBlt:
1956
Frame:
Grade:
D+ - D+
EffYrBit:
1976
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
PN - PN
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
STD
1/26ath:
0
HeatFuel:
ELEC - Electric
Prm.Fiors:
KT - Cork tile
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Quai. Cond.
YrBlt. No. Land Use
Type
Measure Depth
FEN4 - CHAINLINK 4'
Y 1
260 AV AV
1956 1 0100-SF Res
BI -Front Ft
188.2 116
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/paslc/prc.asp?prclid=240560101300004 6/5/2012
Property Appraiser - St.Lucie C - --ity, FL 6 r 55' 1 Z. Page 1 of 1
Lee A Collins Record: 1 of 1
Property Identification
Site Address:
3701 Avenue S
Sec/Town/Range:
05 :35S :40E
Map ID:
24/05N
Zoning:
RS-4
Ownership and Mailing
Owner: Lee A Collins
Address: 3701 Ave S
Fort Pierce FL 34947-5644
5.
PROPERTY RECORD CARD dK T�
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
ParcellD: 2405-601-0130-000-4
Account #: 18461
�\\�CIECn
�� �2L
Land Use: SF Res
City/Cnty: St Lucie County
Legal Description
SUNLAND GARDENS BLK 7 LOTS 9, 10, 11
AND 12 (0.52 AC) (OR
205-1669)
Sales Information Assessment 2011 Final Total Land and Building
Date Price Code Deed Book/Page 2011 Final: 47700 Land Value: 11500 Acres. 0,5
8/1/1972 22500 00 CV 0205 / 1669 Assessed 47700 Building Value: 36200
Ag.Credit: 0 Finished Area: 1580 SgFt
Exempt: 25500
Taxable: 22200
Taxes: 451.68
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
TG - Tar & Gravel
RoofStruct:
FS - Flat/Shed
ExtType:
HD+ - HD+
YearBlt:
1956
Frame:
Grade:
D+ - D+
EffYrBlt.
1976
PrimeWall:
BS - CB Stucco
StoryHght
0010 - 1 Story
No Units:
1
SecWall:
Interior Features
BedRooms
3
Electric:
MX - MAXIMUM
PrmintWall:
PN - ION
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
STD
1/28ath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
KT - Cork tile
%A/C
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual Cond
YrBlt No. Land Use
Type
Measure Depth
Y 1
260 AV AV
1956 1 0100-SF Res
BI -Front Ft
188.2 116
FEN4 - CHAINLINK 4'
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/paslc/prc.asp?prclid=240560101300004 6/5/2012
05/13/2007 16:37
PAGE 02/02
z
•, J' j' 1�• •1� �'
m �
qX
l
Pinnning & Development Serviccr.
Building & Code Regulation Division
2300 Virginia Avenue
Fort Fierce, FL 34982
772-462-2165 or 772-462-2172
Fax:772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit # 12 eg/ a)
� /�' w ga licensed as a( - t
*/Engineer/Architect
(Please rint name & circle license type) *F54 nspector
*Generoi, Building, 4esidenti71 or Roofing Controctor or any Individual certified under 468 F.S. to moke such on inspection.
On or about 4. , I did personally inspect the roof deck nailing
/DDate)
work at: 3791
(Job site address)
Based upon that examination i have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553,844 F.S.)
OC
Signatv�''r�e and Seal
License #
STATE OF FLORIDA
COUNTY OF
Sworn to and subscribed b 'ore me this _ day of 20
by F..� n / �- 17—Who Is personally me or who has produced
as identification. 9
. C
Notary Public, State of Florida �� 9
Signature of Notary:
Commission Numl:yer: _ (Sea
En 01/19/2011
RECEP.�
JUN 18 2012
i2n/__nn.t< P,+Q *e- <'
ST.LUCIE COLrN-ff BUI MG DIVISION 5
REVIEWED FOR tiiPL
REVIEWED 5
DATE � � RIOR RESEARCH & DESIGN, LLC.
TfRINITY
FLAN A1'D PERMIT MUST BE KE T ON Certificate ofAuthorization #9503
EpK,rO ViSPECTION WILL BE MADE. 353 Christian Street, Unit 13
R6? Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
GAF Evaluation Report G01506.02.10-112
1361 Alps Road mosolommmmuww
Wayne, N7 07470 Date of Issuance.
F11"IFto r4opy Revision 2: 11/30/2011
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 2010 Florida Building Code sections
noted herein.
DESCRIPTION: Tri-Ply® 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 "TrinitylERD Evaluated" may
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 13-page Appendix.
Prepared by:
_ - The facimilie seal appearing was authorized
by Robert Nieminen, P.E. on 11/30/2011
0'•.,. �,.T:•; This does not serve as an electronically signed
Robert J.M. Nieminen P.E. document. Signed, sealed hardcopies have been
'.OV a��'`' 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 TrinityJERD 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 TrinityJERD 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. THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY COR' 7 :TIONS
REQUIRED,,BY FIELD INSPECIQRS THAT,
W-TMAY BE NEGESSARYIN ORDF
.J3 TOw
CO�P'.Y WITH ALL APPLICI" S' COM,
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Tri-Ply@ Modified Bitumen Roof Systems, as produced by GAF, have
demonstrated compliance with the following sections of the Florida Building Code through testing in
accordance with the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind
FM 4474
2004
1504.7
Impact
FM 4470
1992
1507.10.2
Physical Properties
ASTM D3909
1997
1507.11.2
Physical Properties
ASTM D6222
2002
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST 6049)
FM 4470
3600.02.95
02/01/1995
ERD (TST 6049)
FM 4470
4482.02.95-1
02/01/1995
ERD (TST 6049)
FM 4470
4483.04.97-1
04/01/1997
ERD (TST 6049)
Physical Properties
G30250.02.10
02/01/2010
FM Approvals (TST1867)
FM 4470
3D4Q2.AM
05/20/1997
FM Approvals (TST1867)
FM 4470
1B9A8.AM
09/04/1997
FM Approvals (TST1867)
FM 4470
3011140
08/14/2001
FM Approvals (TST1867)
FM 4470
3013788
01/10/2003
FM Approvals (TST1867)
FM 4470/FM 4474
3020703
07/30/2004
FM Approvals(TST1867)
FM 4470/FM 4474
3023458
07/18/2006
FM Approvals (TST1867)
FM 4470/FM 4474
3032172
06/12/2009
UL (QUA1743)
Quality Assurance
Inspection Report, R1306
04/06/2011
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Tri-Ply@ Modified Bitumen Roof Systems installed in accordance with GAF
published installation instructions and the Limitations / Conditions of Use herein. The following products
make up the subject systems.
Table 1: Roll -Goods for Tri-Ply@ Modified Bitumen Roof Systems
Type
Product
Specification
Reference
Grade
Type
Tri-Ply #75 Base Sheet
ASTM D4601
N/A
II
Base/Ply Sheets:
Tri-Ply Ply 4
ASTM D2178
N/A
IV
Tri-Ply Ultra -Flexible Ply 6
ASTM D2178
N/A
VI
Tri-Ply Mineral Surfaced Cap Sheet
ASTM D3909
N/A
N/A
Cap Membranes:
Tri-Ply TP-4
ASTM D6222
S
I
Tri-Ply TP-4G
ASTM D6222
G
I
Exterior Research and Design, LLC. Evaluation Report G01506.02.10-R2
Certificate of Authorization #9503 FL13464-R1
Revision 2: 11/30/2011
Page 2 of 4
TRINITY ERD
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in HVHZ jurisdictions.
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, FM LPDS 1-52 or TAS 124 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, FM LPDS 1-52 or TAS 124.
5.11 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.
5.12 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 Tri-Ply® Modified Bitumen Roof Systems shall be installed in accordance with GAF current,
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. "MDP" =
Maximum Design Pressure is the result of testing for wind load resistance based on allowable
wind loads. Refer to FBC 1609.1.5 for determination of design wind loads.
Exterior Research and Design, LLC. Evaluation Report G01506.02.10-R2
Certificate of Authorization #9503 FL13464-R1
Revision 2: 11/30/2011
Page 3 of 4
� !TRINITY ERD
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 named QA entity for manufacturing facilities covered by F.A.C. Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories - QUA1743; (847) 664-3281
- THE 13-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report G01506.02.10-R2
Certificate of Authorization #9503 FL13464-RI
Revision 2: 11/30/2011
Page 4 of 4
TRINITY ERD
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3
113 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 3
1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 4
1D Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 4
1E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 5
1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 5
2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6
2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 7-8
2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 9
3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 10-11
3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 11
4A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 12-13
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. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for
the following engagements:
➢ Wood: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate or Drill-Tec Accutrac Plate,
Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 3S. Minimum 3/4-inch plywood penetration or minimum 1-inch wood plank embedment.
➢ Steel: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate or
Drill-Tec Accutrac Plate. Minimum 3/4-inch steel penetration and engage the top flute of the steel deck.
➢ Concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate or Drill-Tec Accutrac Plate or Drill-
Tec Heavy Duty ASAP 3S. Minimum 1-inch embedment into pilot hole in accordance with published installation instructions.
3. Unless otherwise noted, the insulation may be any polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck
DuraGuard, MonoBoard, TopRock DD, 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.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report GO1506.02.10-R2 for FL13464-R1
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 13
- - - - - - - - TRINITY ERD - - - --
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:
➢ Hot asphalt (HA): Full coverage, 25-30 Ibs/square.
➢ OlyBond 500 (OB500): Continuous 3/4 to 1-inch wide ribbons, 12-inch o.c. using OMG PaceCart or SpotShot applicator. Note: OlyBond
Classic or OlyBond 500 Green may be used where OlyBond 500 is referenced
➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: TITESET may be used where 3M CR-20 is referenced.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -
to -layer a distance of one-half the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons
spacing
6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness
limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP
listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may
be used as a drop -in for the equivalent thicker material listed in the table:
➢ Hot asphalt (HA): MDP = -240.0 psf (Min. 0.5-inch thick)
➢ OlyBond 500 (OB500): MDP = -45.0 psf (Min. 0.5-inch thick EnergyGuard RM)
➢ OlyBond 500 (OB500): MDP = -187.5 psf (Min. 0.5-inch thick EnergyGuard)
➢ OlyBond 500 (OB500): MDP = -315.0 psf (Min. 0.5-inch thick EnergyGuard RN)
➢ OlyBond 500 (OB500): MDP = -487.5 psf (Min. 0.5-inch thick EnergyGuard RA)
➢ 3M CR-20: MDP = -117.5 psf (Min. 1.0-inch thick)
7. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the
Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified
design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an
asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in
accordance with FBC Chapter 16, and no rational analysis is permitted.
10, For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design
professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105
or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation, the existing roof surface 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. Fire Barriers of FireOut Fire Barrier Coating, VersaShield, DensDeck, DensDeck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof
Board are optional in all wood deck assemblies where overlying components are mechanically fastened.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report G01506.02.10-R2 for FL13464-R1
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 13
TRINITY ERD
14. For mechanically attached base sheets, refer to the systems tables herein. For bonded base, ply or cap sheet applications, use the following references.
Reference
Layer
Material
Application
BP -AA
Base:
Tri-Ply #75 Base Sheet
(Base or Ply sheets, Asphalt -Applied)
Hot asphalt at 25 Ibs/square.
Ply:
Tri-Ply Ply 4, Tri-Ply Ultra -Flexible Ply 6
Strata -AA
Base:
Stratavent Eliminator (Perforated)
Loose laid, followed by asphalt -
(Base Sheet, Partially Asphalt -Applied)
applied ply sheets
BP -CA
Base:
Tri-Ply #75 Base Sheet
Tri-Ply Modified Bitumen MembraneAdhesive
at 1.5 - 2.0 gal/sq.
C-AA
(Cap sheet, Asphalt -Applied)
Cap:
Tri-Ply Mineral Surfaced Cap Sheet
Hot asphalt at 25 Ibs/square.
APP-TA
Cap:
Tri-Ply TP-4 or Tri-Ply TP-4G
Torch applied
(SBS, Torch -Applied)
15. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5
for determination of design wind loads.
TABLE 1A: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Insulation
Roof Cover
MOP
No.
(See Note 1)
Type
Fasteners
Attach
Base
Top
Attach
Base
Ply
Cap
(Psf)
Min. 0.75-inch
Min. 19/32"
EnergyGuard
plywood at max.
Tri-Ply Ply 4,
9-inch o.c. in the 4"
Perlite
24" spans
Tri-Ply Ultra-
FBC HVHZ
side lap and 12-inch
One or more
(homogeneous)
(Optional)
W-1
attached with 8d
Flexible Ply 6
1519.5.1
o.c. in two staggered
layers min. 1.0-
or Min. 0.5-inch
HA
BP -AA
One or more
C-AA or
-45.0
common or ring
or Tri-Ply
nails & tin
rows in the center of
inch
EnergyGuard
BP -AA
APP-TA
shank nails 6-
#75 Base
caps
the sheet
EnergyGuard
HD Fiberboard
inch o.c.
Sheet
or EnergyGuard
Perlite Recover
Board
TABLE 113: WOOD DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER
System
Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover
No.
(See Note 1)
Type
Fasteners
Attach
Type
Attach
Base
Ply
Cap
MDP (psf)
Min. 0.75-inch
Min. 19/32" plywood
EnergyGuard Perlite Roof
at max. 24" spans
Min.
Insulation (homogeneous)
(Optional)
W 2
attached with 8d
ych
EnergyGuard
See Note 2
Z
1 per 2 ft
or Min. 0.5-inch
HA
BP -AA
One more
C-AA or
45.0 *
common or ring
I50
EnergyGuard High Density
BP -AAA
APP-TA
shank nails 6-inch
Roof Fiberboard or
O.C.
EnergyGuard Perlite
Recover Board
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report G01506.02.10-R2 for FL13464-R1
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 13
TRINITY ERD
TABLE SC: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Base Insulation
Top Insulation Layer
Roof Cover
No.
Deck (See Note 1)
Layer
MOP (psf)
Type
Fasteners
Attach
Base
Ply
Cap
Min. 19/32" plywood at
One or more
Min. 0.5-inch
W-3
max. 24" spans attached
layers, any
EnergyGuard
See Note 2
1 per 2 ftz
BP -AA
(Optional) One
C-AA or
-45.0*
with 8d common or ring
combination, loose
High Density
or more BP -AA
APP-TA
shank nails 6-inch o.c.
laid
Roof Fiberboard
TABLE ID: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Insulation Layer(s)
Base or Anchor Sheet
Roof Cover
No.
(See Note 1)
Type
Attach
Base
Fasteners
Attach
Ply
Cap
MDP (psf)
Min. 19/32"
plywood at max.
12-inch o.c. in the 2" side
W-4
24" spans attached
One or more
layers, any
Prelim.
Tri-Ply #7S Base
See Note 2
lap and 12-inch o.c. in two,
equally spaced, staggered
(Optional) One or
C-AA or APP-
45.0
with 8d common or
combination
Attached
Sheet
rows in the center of the
more BP -AA
TA
ring shank nails 6
sheet
inch o.c.
Min. 19/32"
plywood at max.
12-inch o.c. in the 2" side
W-5
24" spans attached
One or more
layers, any
Prelim.
Tri-Ply #75 Base
See Note 2
lap and 12-inch o.c. in
three, equally -spaced,
(Optional) One or
C-AA or APP-
-60.0
with 8d common or
combination
Attached
Sheet
staggered rows in the
more BP -AA
TA
ring shank nails 6-
center of the sheet
inch o.c.
Min. 19/32"
8-inch o.c. in the 2" side
plywood at max.
One or more
lap and 8-inch o.c. in three,
W-6
24" spans attached
layers, any
Prelim.
Tri-Ply #75 Base
See Note 2
equally spaced, staggered
(Optional) One or
C-AA or APP
-75.0
with 8d common or
combination
Attached
Sheet
rows in the center of the
more BP -AA
TA
ring shank nails 6-
sheet
inch o.c.
Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report G01506.02.10-R2 for FL13464-RI
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 13
(-I-TRINITY ERI\
TABLE IE-1: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
Base Sheet
Roof Cover
Roof Deck
MDP (psf)
Type
Fasteners
Attach
Ply
Cap
lin. 19/32" plywood at
iax. 24" spans
Tri-Ply Ply 4, Tri-Ply
12 ga. annular ring shank nails
9-inch o.c. in the 2-inch lap
ttached with 8d
Ultra -Flexible PI 6 or
y
and min. 32 a., 1-5/8"
g
and 12-inch o.c. in two,
(Optional) One
C-AA or
-45.0
on or ring shank
omm ring
Tri-Ply #75 Base
diameter tin -caps (FBC HVHZ
equally -spaced, staggered
or more BP -AA
APP-TA
ails nor
Sheet
1519.5.1 nails & tin caps)
center rows
TABLE 1E-2: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Base Sheet
Roof Cover
No.
Roof Deck
MDP (psf)
Type
Fasteners
Attach
Ply
Cap
Min. 19/32" plywood at
12-inch o.c. in the 2" side lap
max. 24" spans
y #75 Base
and 12-inch o.c. in two,
(Optional) One
C-AA
W-8
attached with 8d
Sheet
Shee
S
See Note 2
e uall g d
s aced, staggered
or more BP -AA
APP-TA
45.0
common or ring shank
rows in the center of the
nails 6-inch o.c.
sheet
Min. 19/32" plywood at
12-inch o.c. in the 2" side lap
max. 24" spans
#75 Base
and 12-inch o.c. in three,
(Optional) One
W-9
attached with 8d
Sheet
Sheet
See Note 2
equally -spaced, staggered
or more BP AA
APP-C-AA A
APP-TA
-60.0
common or ring shank
rows in the center of the
nails 6-inch o.c.
sheet
Min. 19/32" plywood at
8-inch o.c. in the 2" side lap
max. 24" spans
#75 Base
and 8-inch o.c. in three,
(Optional) One
or
W-10
attached with 8d
Sheet
Sheet
See Note 2
staggered
equally -spaced, sta
or more BP -AA
APP-C-AA A
APP-TA
-75.0
common or ring shank
rows in the center of the
nails 6-inch o.c.
sheet
Exterior Research and Design, LLC. d/b/a Trinity]ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report G01506.02.10-R2 for FL13464-R1
Revision 2: 11/30/2011
Appendix 1, Page 5 of 13
TRINITY ERD
TABLE 2A: STEEL or CONCRETE DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER
System
Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover
No.
(See Note i)
Type
Fasten
Attach
Type
Attach
Base
Ply
Cap
MDP (psf)
Min. 22 ga., type B,
Min. 1.5-inch
See Note
Min. 0.25-inch SECUROCK
(Optional)
C-AA or
SC-1.
Grade 33 steel or
EnergyGuard
2
Z
1 per 2 ft
Gypsum -Fiber Roof Board
HA
BP -AA
One or more
APP-TA
-45.0*
structural concrete
ISO
BP -AA
Min. 22 ga., type B,
Min. 2.0-inch
See Note
Min. 0.25-inch SECUROCK
(Optional)
C-AA or
SC-2.
Grade 33 steel or
EnergyGuard
2
1 per 4 ft z
Gypsum -Fiber Roof Board
HA
BP -AA
One or more
APP-TA
-45.0*
structural concrete
ISO
BP -AA
Min. 0.75-inch EnergyGuard Perlite
Min. 22 ga., type B,
Min. 1.5-inch
See Note
Roof Insulation (homogeneous) or
(Optional)
SC-3.
Grade 33 steel or
EnergyGuard
2
1 per 2 ftZ
Min. 0.5-inch EnergyGuard High
HA
BP -AA
One or more
APP A
-45.0*
structural concrete
ISO
Density Roof Fiberboard or
BP -AA
EnergyGuard Perlite Recover Brd
Min. 0.75-inch EnergyGuard Perlite
Min. 22 ga., type B,
Min. 2.0-inch
See Note
Roof Insulation (homogeneous) or
(Optional)
C-AA
SC-4.
Grade 33 steel or
EnergyGuard
2
1 per 4 ftZ
Min. 0.5-inch EnergyGuard High
HA
BP -AA
One or more
-45.0*
structural concrete
ISO
Density Roof Fiberboard or
BP -AA
APP-TA
EnergyGuard Perlite Recover Brd
Min. 22 ga., type B,
Min. 2.0-inch
See Note
1 per 1.45
Min. 1.0-inch EnergyGuard Perlite
(Optional)
C-AA or
SC-5.
Grade 33 steel or
EnergyGuard
2
ftz
Roof Insulation (homogeneous)
HA
BP -AA
One or more
APP-TA
-60.0
structural concrete
ISO
BP -AA
SC-6.
Min. 22 ga., type B,
Grade 33 steel or
Min. 2.0-inch
EnergyGuard
See Note
1 per 1.6
Min. 0.25-inch SECUROCK
HA
BP -AA
(Optional)
One or more
C-AA or
-60.0
structural concrete
ISO
2
ft z
Gypsum -Fiber Roof Board
BP AA
APP TA
Min. 22 ga., type B,
Min. 1.5-inch
See Note
Min. 0.25-inch SECUROCK
(Optional)
C-AA or
SC-7.
Grade 33 steel or
EnergyGuard
2
1 per 2 ftZ
Gypsum -Fiber Roof Board
OB500
BP -AA
One or more
APP-TA
-45.0*
structural concrete
ISO
BP -AA
Min. 22 ga., type B,
Min. 2.0-inch
See Note
Min. 0.25-inch SECUROCK
(Optional)
C-AA or
SC-8.
Grade 33 steel or
EnergyGuard
2
Z
1 per 4 ft
Gypsum -Fiber Roof Board
OB500
BP -AA
One or more
APP-TA
-45.0*
structural concrete
ISO
BP -AA
Min. 22 ga., type B,
Min. 2.0-inch
Note
1 per 1.6
Min. inch SECUROCK
(Optional)
C-AA or
SC-9.
Grade 33 steel or
EnergyGuardSee
2
ft2
Gypsum -Fiber Roof Board
OB500
BP -AA
One or more
APP-TA
-60.0
structural concrete
ISO
BP -AA
Min. 22 ga., type B,
Min. 1.5-inch
See Note
Min.
(Optional)
C-AASC-10.
Grade 33 steel or
EnergyGuard
2
1 per 2 ftz
um -Finch Roof Board
Gypsum Fiber Roof Board
CR-20
BP -AA
One or more
APP- A
APP-TA
-45.0*
structural concrete
ISO
BP AA
Min. 22 ga., type B,
Min. 2.0-inch
See Note
Min. 0.25-inch SECUROCK
(Optional)
C-AA or
SC-11.
Grade 33 steel or
EnergyGuard
2
1 per 4 ft2
Gypsum -Fiber Roof Board
CR-20
BP -AA
One or more
APP-TA
-45.0*
structural concrete
ISO
BP -AA
Min. 22 ga., type B,
Min. 2.0-inch
See Note
1 per 1.6
Min. 0.25-inch SECUROCK
(Optional)
C-AA or
SC-12.
Grade 33 steel or
EnergyGuard
2
ft2
Gypsum -Fiber Roof Board
CR-20
BP -AA
One or more
APP-TA
-60.0
structural concrete
ISO
I
I
I
I
I BP -AA
Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report G01506.02.10-R2 for FL13464-RI
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 6 of 13
TRINITY ERA
TABLE 2B: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Deck
Base Insulation
Top Insulation Layer
Roof Cover
No.
(See Note i)
Layer
MDP (psf)
Type
Fasteners
Attach
Base
Ply
Cap
Min. 22, a.a
g type B,
(Optional) One or
Min. 0.5-inch
(Optional)
SC-13.
Grade 33 steel or
more layers, any
EnergyGuard High
See Note 2
1 per 2 ft2
BP-AA
One or
C-AA or
-45.0*
structural concrete
combination, loose
Density Roof
more BP -AA
APP-TA
laid
Fiberboard
Min. 22 ga., type B,
more layers, any (Optional) One or
Min. 0.25-inch
(Optional)
C-AA or
-AA
SC-14.
Grade 33 steel or
combination, loose
SECUROCK Gypsum-
See Note 2
Z
1 per 4 ft
BP -AA
One or
-45.0*
structural concrete
laid
Fiber Roof Board
more BP -AA
Min. 22 ga., type B,
(Optional) One ormore layers, any
Min. 0.5-inch
(Optional)
C-AA or
SC-15.
Grade 33 steel or
combination, loose
SECUROCK Gypsum-
See Note 2
1 per 1.78 ft2
BP -AA
One or
APP TA
-60.0
structural concrete
laid
Fiber Roof Board
more BP -AA
Min. 22 type , a.t e B,
g
(Optional) One or
(Optional)
SC-16.
Grade 33 steel or
more layers, any
Min. 1.5-inch
See Note 2
1 per 2 ft2
Strata -AA
One or
C-AA
-45.0*
structural concree
combination, loose
EnergyGuard ISO
more BP -AA
laid
Min. 22 ga., type B,
(Optional) One or
SC-17.
Grade 33 steel or
more layers, any
Min. 1.5-inch
See Note 2
1 per 2 ft2
Strata -AA
One or
APP-TA
-45.0*
structural concree
combination, loose
EnergyGuard ISO
more BP -AA
laid
Min. 22 type , a.t e B,
g
(Optional) One or
(Optional)
SC 18.
Grade 33 steel or
more layers, any
Min. 1.5-inch
See Note 2
1 per 3.2 ft2
Strata -AA
One or
CAA
45.0*
structural concree
combination, loose
EnergyGuard Ultra
more BP -AA
laid
Min. 22 ga., type B,
(Optional) One or
SC-19.
Grade 33 steel or
more layers, any
Min. ch
See Note 2
1 per 3.2 ft2
Strata -AA
One or
APP-TA
-45.0*
structural concree
combination, loose
EnergyGuard Ultra
more BP -AA
laid
Min. 22, a.type B,
g yp
(Optional) One or
(Optional)
SC-20.
Grade 33 steel or
more layers, any
Min. 2.0-inch
See Note 2
1 per 2.0 ft2
Strata -AA
One or
C-AA
-60.0
structural concree
combination, loose
EnergyGuard Ultra
more BP -AA
laid
Min. 22 ga., type B,
(Optional) One or
SC-21.
Grade 33 steel or
more layers, any
Min. 2.0-inch
See Note 2
1 per 2.0 ft2
Strata -AA
One or
APP-TA
-60.0
structural concree
combination, loose
EnergyGuard Ultra
more BP -AA
laid
Min. 22 ga., type B,
(Optional) One ormore
(Optional)
SC-22.
Grade 33 steel or
layers, any
Min. 2.0-inch
See Note 2
1 per 1.45 ft2
Strata -AA
One or
C-AA
67.5
structural concrete
combination, loose
EnergyGuard ISO
more BP -AA
laid
Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report G01506.02.10-R2 for FL13464-R1
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 13
TRINITY ERD
TABLE 2B: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Deck
Base Insulation
Top Insulation Layer
Roof Cover
No.
(See Note 1)
Layer
MOP (psf)
Type
Fasteners
Attach
Base
Ply
Cap
Min. 22 ga., type B,
(Optional) One or
SC-23.
Grade 33 steel or
more layers, any
Min.
See Note 2
1 per 1.45 ftZ
Strata -AA
One or
APP-TA
-67.5
structural concrete
combination, loose
EnergyGuardyGuard I50
more BP AA
laid
Min. 22 a., type B,
g yp
(Optional) One or
(Optional)
SC-24.
Grade 33 steel or
more layers, any
Min. 2.0-inch
See Note 2
1 per 1.45 ftZ
Strata -AA
One or
C-AA
-75.0
structural concrete
combination, loose
EnergyGuard Ultra
more BP -AA
laid
Min. 22 ga., type B,
(Optional) One or
SC-25.
Grade 33 steel or
more layers, any
Min. 2.0-inch
See Note 2
1 per 1.45 ftZ
Strata -AA
One or
APP_TA
-75.0
structural concrete
combination, loose
EnergyGuard Ultra
more BP -AA
laid
SC-26.
Min. 22 ga., type B,
Grade 33 steel or
Min. 1.5-inch
Min. 0.25-inch
See Note 2
1 per 1 ftZ
Strata -AA
One or
APP-TA
-82.5
structural concrete
EnergyGuard ISO
DensDeck
more BP -AA
Min. 22 ga., type B,
Min. 0.25-inch
SC-27.
Grade 33 steel or
Min. 1.5 inch
DensDeck Prime or
See Note 2
1 per 1 ftZ
Strata -AA
One or
APP-TA
-97.5
structural concrete
EnergyGuard ISO
SECUROCK Gypsum-
more BP -AA
Fiber Roof Board
Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report G01506.02.10-R2 for FL13464-R1
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 8 of 13
TRINITY ERD
TABLE 2C: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE D: LOOSE LAID INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Insulation Layer
Base Sheet
Roof Cover
No.
Roof Deck
MDP (psf)
Type
Attach
Type
Fasteners
Attach
Ply
Cap
12-inch o.c. in the 2"
Min. 22 ga., type B,
One or more
Prelim.
Tri Ply #75 Base
side lap and 12-inch o.c.
(Optional)
C-AA
SC-28.
Grade 33 steel or min.
layers, any
Attached
Sheet
See Note 2
in two, equally -spaced,
One or
APP TAA
-45.0
2,500 psi concrete
combination
staggered rows in the
more BP -AA
center of the sheet
12-inch o.c. in the 2"
Min. 22 ga., type B,
One or more
Prelim.
Tri-Ply #75 Base
side lap and 12-inch o.c.
(Optional)
CAA or
SC-29.
Grade 33 steel or min.
layers, any
Attached
Sheet
See Note 2
in three, equally -spaced,
One or
APP TA
-60.0
2,500 psi concrete
combination
staggered rows in the
more BP -AA
center of the sheet
8-inch o.c. in the 2" side
Min. 22 ga., type B,
One or more
Prelim.
Tri-Ply #75 Base
lap and 8-inch o.c. in
(Optional)
C-AA or
SC-30.
Grade 33 steel or min.
layers, any
Attached
Sheet
See Note 2
three, equally -spaced,
One or
APP TA
-75.0
2,500 psi concrete
combination
staggered rows in the
more BP -AA
center of the sheet
Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report G01506.02.10-R2 for FL13464-R1
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Niernmen, PE-59166 Appendix 1, Page 9 of 13
TRINITY ERD
TABLE 3A: CONCRETE DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
(REFER TO FOOTNOTE 'A' FOR OPTIONS ON VAPOR BARRIER / TEMPORARY ROOF)
Roof
Base Insulation Layer
Top Insulation Layer
Roof Cover
System
Deck
No.
(See
Type
Attach
Type
Attach
Base
Ply
Cap
MDP (psf)
Note 1)
NO BASE INSULATION LAYER - TOP LAYER ONLY
C-1.
Concrete
None
N/A
Min. 0.75-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-140.0
Perlite
more BP -AA
TA
C-2.
Concrete
None
N/A
Min. 0.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-165.0
Perlite Recover Board
more BP -AA
TA
C-3.
Concrete
None
N/A
Min. 0.5-inch EnergyGuard
HA
BP_AA
(Optional) One or
C-AA or APP-
-165.0
HD Fiberboard
more BP -AA
TA
C 4.
Concrete
None
N/A
Min. 1.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
360.0
Composite
more BP -AA
TA
C-5.
Concrete
None
N/A
Min. 0.25-inch DensDeck or
OB500
BP -AA
(Optional) One or
C-AA or APP-
-150.0
DensDeck Prime
more BP -AA
TA
C-6.
Concrete
None
N/A
Min. 0.5-inch EnergyGuard
OB500
BP -AA
(Optional) One or
C-AA or APP-
-165.0
HD Fiberboard
more BP -AA
TA
BASE INSULATION LAYER WITH COVERBOARD:
C-7.
Concrete
Min. 1.5-inch
HA
Min. 0.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-165.0
EnergyGuard ISO
Perlite Recover Board
more BP -AA
TA
C-8.
Concrete
Min. 1.5-inch
HA
Min. 0.75-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-172.5
EnergyGuard ISO
Perlite
more BP -AA
TA
C-9.
Concrete
Min. 1.5-inch
HA
Min. 0.25-inch SECUROCK
HA
BP -AA
(Optional) One or
C-AA or APP-
-225.0
EnergyGuard ISO
Gypsum -Fiber Roof Board
more BP -AA
TA
C-S0.
Concrete
Min. 1.5-inch
HA
Min. 0.25-inch DensDeck or
HA
BP -AA
(Optional) One or
C-AA or APP-
240.0
EnergyGuard ISO
DensDeck Prime
more BP -AA
TA
C-11.
Concrete
Min. 1.5-inch
HA
Min. 0.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-307.5
EnergyGuard ISO
HD Fiberboard
more BP -AA
TA
C-12.
Concrete
Min. 2.0-inch
HA
Min. 0.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-322.5
EnergyGuard ISO
Perlite Recover Board
more BP -AA
TA
C 13.
Concrete
Min. 1.5-inch
HA
Min. 1.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-360.0
EnergyGuard ISO
Composite
more BP -AA
TA
C-14.
Concrete
Min. 1.5-inch
EnergyGuard ISO
OB500
Min. 0.25-inch DensDeck or
OB500
BP -AA
(Optional) One or
C-AA or APP-
-150.0
EnergyGuard Ultra
DensDeck Prime
more BP -AA
TA
C-15.
Concrete
Min. 1.5-inch
EnergyGuard ISO
OB500
Min. 0.5-inch EnergyGuard
OB500
BP -AA
(Optional) One or
C-AA or APP-
-165.0
EnergyGuard Ultra
HD Fiberboard
more BP -AA
TA
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report G01506.02.10-R2 for FL13464-R1
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 10 of 13
TRINITY ERD
TABLE 3A: CONCRETE DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
(REFER TO FOOTNOTE 'A' FOR OPTIONS ON VAPOR BARRIER / TEMPORARY ROOF)
Roof
Base Insulation Layer
Top Insulation Layer
Roof Cover
System
Deck
No.
(See
Type
Attach
Type
Attach
Base
Ply
Cap
MDP (psf)
Note 1)
C-16,
Concrete
Min. 2.0-inch
EnergyGuard ISO or
OB500
Min. 0.25-inch SECUROCK
OB500
BP -AA
(Optional) One or
C-AA or APP-
-225.0
EnergyGuard Ultra
Gypsum -Fiber Roof Board
more BP -AA
TA
C-17.
Concrete
Min. 1.0-inch
EnergyGuard ISO or
CR-20
Min. 0.5-inch EnergyGuard
CR-20
BP -AA
(Optional) One or
C-AA or APP-
-180.0
EnergyGuard Ultra
HD Fiberboard
more BP -AA
TA
C-18.
Concrete
Min.
EnergyyGuardGuard ISO or
CR 20
Min. 0.25-inch DensDeck or
CR-20
BP -AA
(Optional) One or
C-AA or APP-
-240.0
EnergyGuard Ultra
DensDeck Prime
more BP -AA
TA
C-19.
Concrete
Min. 1.0-inch
EnergyGuard ISO or
CR-20
Min. 0.25-inch SECUROCK
CR-20
BP -AA
(Optional) One or
C-AA or APP-
-240.0
EnergyGuard Ultra
Gypsum -Fiber Roof Board
more BP -AA
TA
A. The following are options for installation of a vapor barrier / temporary roof on the concrete deck prior to insulation placement. If vapor barrier / temp roof is installed, concrete
deck shall be primed with ASTM D41 primer prior to its installation. Unless otherwise noted, system Maximum Design Pressure (MDP) is unaffected.
For use with asphalt -applied insulation:
• One or two plies BP -AA base and/or ply sheet
• One or two BP -AA base or ply sheet with granule surfaced C-AA or APP-TA cap membrane
For use with OlyBond 500 applied insulation:
• One or two plies BP -AA base and/or ply sheet (MDP -352.5 psf)
For use with CR-20 applied insulation:
One or two plies BP -AA base and/or ply sheet (MDP -262.5 psf)
One or two BP -AA base or ply sheet with granule surfaced C-AA or APP-TA cap membrane (MDP -270.0 psf)
TABLE 3B: CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
No.
Deck
(See Note i)
Primer
Roof Cover
MDP (psf)
Base
Ply
Cap
C-20.
Concrete
ASTM D41
Strata -AA
One or more BP -AA
APP-TA
-90.0
C-21.
Concrete
ASTM D41
BP -AA
(Optional) One or more BP -AA
C-AA or APP-TA
-457.5
Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report G01506.02.10-R2 for FL13464-RI
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11 of 13
TRINITY ERD
TABLE 4A: RECOVER APPLICATIONS
SYSTEM TYPE A: BONDED INSULATION, BONDED ROOF COVER
System
Substrate (See
Base Insulation Layer
Top Insulation Layer
Roof Cover
No.
Notes 1 & 11)
Type Attach
Type Attach
Base Ply Cap
MDP (psf)
NO BASE INSULATION LAYER - TOP LAYER ONLY
R-1.
Existing asphalt BUR
or mineral surfaced
None
N/A
Min. 0.75-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-140.0
cap sheet
Perlite
more BP AA
TA
R-2.
Existing asphalt BUR
or mineral surfaced
None
N/A
Min. 0.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP
-165.0
cap sheet
Perlite Recover Board
more BP -AA
TA
R-3.
Existing asphalt BUR
or mineral surfaced
None
N/A
Min. 0.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP
-165.0
cap sheet
HD Fiberboard
more BP -AA
TA
R-4.
Existing asphalt BUR
or mineral surfaced
None
N/A
Min. 1.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-360.0
cap sheet
Composite
more BP -AA
TA
R-5.
Existing asphalt BUR
or mineral surfaced
None
N/A
Min. 0.25-inch DensDeck or
OB500
BP -AA
(Optional) One or
C-AA or APP-
-120.0
cap sheet
DensDeck Prime
more BP -AA
TA
R-6.
Existing asphalt BUR
or mineral surfaced
None
N/A
Min. 0.5-inch EnergyGuard
OB500
BP -AA
(Optional) One or
C-AA or APP-
-120.0
cap sheet
HD Fiberboard
more BP -AA
TA
Existing asphalt BUR
Min. 0.25-inch DensDeck
One or (Optional)
C- AA or APP-
C-
R-7.
or mineral surfaced
None
N/A
Prime or SECUROCK Gypsum-
OB500
BP -AA
-165.0
cap sheet
Fiber Roof Board
more BP)
TA
BASE INSULATION LAYER WITH COVERBOARD:
R-8.
Existing asphalt BUR
or mineral surfaced
Min. 1.5-inch
HA
Min. 0.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-165.0
cap sheet
EnergyGuard ISO
Perlite Recover Board
more BP -AA
TA
R-9.
Existing asphalt BUR
or mineral surfaced
Min. 1.5-inch
HA
Min. 0.75-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-172.5
cap sheet
EnergyGuard ISO
Perlite
more BP -AA
TA
R-10.
Existing asphalt BUR
or mineral surfaced
Min5-inch 1 . ..
HA
Min0 .25 inch SECUROCK
HA
BP -AA
(Optional) One or
C-AA or APP-
-225.0
cap sheet
EnergyGuard ISO
Gypsum -Fiber Roof Board
more BP -AA
TA
R-11.
Existing asphalt BUR
or mineral surfaced
Min. 1.5-inch
HA
Min. 0.25-inch DensDeck or
HA
BP AA
(Optional) One or
C-AA or APP-
240.0
cap sheet
EnergyGuard ISO
DensDeck Prime
more BP -AA
TA
R-12.
Existing asphalt BUR
or mineral surfaced
Min. 1.5-inch
HA
Min. 0.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-307.5
cap sheet
EnergyGuard ISO
HD Fiberboard
more BP -AA
TA
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report G01506.02.10-R2 for FL13464-R1
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 12 of 13
TRINITY ERD
TABLE 4A: RECOVER APPLICATIONS
SYSTEM TYPE A: BONDED INSULATION, BONDED ROOF COVER
System
Substrate (See
Base Insulation Layer
Top Insulation Layer
Roof Cover
No.
Notes i & ii)
Type
Attach
Type
Attach
Base
Ply
Cap
MOP (psf)
R-13.
Existing asphalt BUR
or mineral surfaced
Min. 2.0-inch
HA
Min. 0.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
C-AA or APP-
-322.5
cap sheet
EnergyGuard ISO
Perlite Recover Board
more BP -AA
TA
R-14.
Existing asphalt BUR
or mineral surfaced
Min. 1.5-inch
HA
Min. 1.5-inch EnergyGuard
HA
BP -AA
(Optional) One or
CAA or APP
-360.0
cap sheet
EnergyGuard ISO
Composite
more BP -AA
TA
Existing asphalt BUR
Min. 1.5-inch
Min. 0.5-inch EnergyGuard
(Optional) One or
C-AA or APP-
R-15.
or mineral surfaced
EnergyGuard ISO
OB500
HD Fiberboard
OB500
BP -AA
more BP -AA
TA
-120.0
cap sheet
EnergyGuard Ultra
Existing asphalt BUR
Min. 1.5-inch
Min. 0.25-inch DensDeck or
(Optional) One or
C-AA or APP-
R-16.
or mineral surfaced
EnergyGuard ISO
OB500
DensDeck Prime
OB500
BP -AA
more BP -AA
TA
-165.0
cap sheet
EnergyGuard Ultra
Existing asphalt BUR
Min. 2.0-inch
EnergyGuard ISO
Min. 0.25-inch SECUROCK
(Optional) One or
C-AA or APP-
R-17,
or mineral surfaced
or EnergyGuard
OB500
Gypsum -Fiber Roof Board
OB500
BP -AA
more BP -AA
TA
-165.0
cap sheet
Ultra
Existing asphalt BUR
1 Min. 1.5-inch
OB500
Min. 0.25-inch DensDeck
OB500
(Optional) One or
C-AA or APP-
R-18.
or mineral surfaced
EnerGuard ISO
gy
6-inch o.c.
Prime or SECUROCK Gypsum-
6 inch o.c.
BP AA
more BP -AA
TA
-210.0
cap sheet
Fiber Roof Board
Existing asphalt BUR
Min. 1.0-inch
R-19.
or mineral surfaced
EnergyGuard ISO
CR-20
Min. 0.5-inch EnergyGuard
CR-20
BP -AA
(Optional) One or
C-AA or APP-
-180.0
cap sheet
or EnergyGuard
HD Fiberboard
more BP -AA
TA
Ultra
Existing asphalt BUR
Min. 1.0-inch
R-20.
or mineral surfaced
EnergyGuard ISO
CR-20
Min. 0.25 inch DensDeck or
CR-20
BP -AA
(Optional) One or
CAA or APP-
-240.0
cap sheet
or EnergyGuard
DensDeck Prime
more BP -AA
TA
Ultra
Existing asphalt BUR
Min. 1.0-inch
EnergyGuard ISO
Min. 0.25 inch SECUROCK
(Optional) One or
C-AA or APP-
R-21.
or mineral surfaced
or EnergyGuard
CR-20
Gypsum -Fiber Roof Board
CR-20
BP -AA
more BP -AA
TA
-240.0
cap sheet
Ultra
Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report G01506.02.10-R2 for FL13464-R1
Certificate of Authorization #9503 Revision 2: 11/30/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 13 of 13
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