HomeMy WebLinkAboutEngineering RECEIV'-D JAN 0 2°1;7
CBUCK Engineering
Sppclalty Structurdl Englneprinq CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
'11.75 Snap Lock"
Metal Roof Assembly
Manufacturer:
treme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990 At
�//C E COUNTI�Bt6r�C,Di`'3S1ii_r
for REVIEWED FOR A AFT IAl'vCE
Florida Product Approval REVI1,:WTD 1
DA E_
# FL �,
20378.3 � :�tis AL�s�>:�4 T+�usr�E
OR NO LNSPECTYON a'6'II.�.'�E;MADE.
Florida Building Code 5th Edition (2014)
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: 1.75 Snap Lock
Material: Aluminum
Panel Thickness: 0.032"
Panel Width: 18"
Support: Wood Deck
Prepared by:
Digitally signed by James L.Buckner,P.E.
James L. Buckner, P.E., S.E.C.B. Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Florida Professional Engineer# 31242 61G15-23.\`�IIII
Florida Evaluation ANE ID: 1916 .�`��s L.
Project Manager: Diana Galloway ' V10ENgF'•.,cc,Q'�,
Report No. 16-124-175SL-A3W-ER * No 31242 * '_
(Replaces 11-219-175SL-A3W-ER) =-0 * _
Date: 4/ 14/ 16 %p ' LIJ;
,� •• STATE OF
ORIOP.•• N
FG
Contents: ��' s�ONA1-`\-V
Evaluation Report Pages 1—8
CBUCK,Inc.•Palm Beach County,Florida 2016.04.19 11:32:32-04'00'
Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
Mailing Address:2637 E.Atlantic Blvd,#34069,Pompano,FL 33062
FL#: FL 20378.3
Date: 4/14/16
CE3UC� Engin��rinq Report No.: 2 of 8-175SL-A3W-ER
Specialty Structural Engtneerinq CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
Product Name: 1.75 Snap Lock
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System "1.75 Snap Lock"
Description: 0.032" Aluminum Standing Seam roof panel, 18" wide, mechanically attached to
Wood Deck with panel clips and screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Panel Clips
3. Fasteners
4. Underlayment
5. Insulation (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32 (min.)or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
I
Performance: Wind Uplift Resistance:
• Design Uplift Pressure: METHOD 1: - 91.75 PSF
(Refer to "Table A"attachment details herein)
- FL#: FL 20378.3
Date: 4/14/16
r CBUCK Engineering Report No.: 36of$-1755L-A3W-ER
Speciaitti Structural Engineering CBUCK,Inc.Certificate of Authorization#8054
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Standards Equivalency: The UL 580-94& UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04
adopted by the Florida Building Code 5th Edition (2014).
Code Compliance: The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida Building
Code.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • This evaluation report for "Optional Statewide Approval' contains technical
Conditions of Use: documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approval'.
Option for application outside"Limitations and Conditions of Use"
• Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification of
the product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36
to comply with Florida product approval rule (FAC) 61G20-3. This evaluation
report is part of the Florida Building Commission approval for the listed code
related criteria. This report by James Buckner, P.E. and CBUCK Engineering is
not a design certification of code compliance construction submittal
documentation, per FBC section 107, for any individual structure, site specific
or permit design.
• Deck shall be in compliance with applicable building code.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade& Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA
1824).
FL#: FL 20378.3
Date: 4/14/16
+ �BUCK Engineerinq Page rt No.: of 8-175SL-A3W-ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: "1.75 Snap Lock"
(by Manufacturer): Material: Aluminum
Thickness: 0.032" (min.)
Panel Width: 18" (max.)Coverage
Rib Height: 1-3/4"
Alloy Type: 3105-H14(in compliance with ASTM B 209)
Corrosion Resistance: In compliance with FBC Section 1507.4.3
Roof Panel Clips:
Type: One-piece,fixed clip
Material: Galvanized Steel
Thickness: 24 gauge
Yield Strength: 40 ksi min.
Dimensions: 2.08" (wide) x 3.50" (long) x 1.875" (high)
Corrosion Resistance: Per FBC Section 1506.7
Fastener:
Type: Pancake-Head Wood Screw
Size : #10 x 1"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per FBC 1507.4.4 and ANSI/ASME B18.6.1
Components/Materials Underlayment:
(by Others): Material and application shall be in compliance with FBC Chapter 15 based on the
type of roof covering, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/ft3) min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508. When insulation is
incorporated, fastener length shall conform to penetrate thru bottom of
support a minimum of 3/16".
- FL#: FL 20378.3
Date: 4/14/16
g Page Report No.: 5 of g-175SL-A3W-ER
CBUCK Engineerin
Specidlftj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to Table A and the drawings at the end of this report.)
■ Clip spacing: Refer to Table"A" Below
(along the length of the panel)
■ #Fasteners per Clip: 2
■ Rib Interlock:Snaplock
(Panel ribs shall be fully engaged to form an integral snap-lock)
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
1.75 Snap Lock(0.032"Aluminum),18"Wide Roof Panel attached to Wood Deck
ALLOWABLE LOADS
Deck Thickness Clip Spacing Fastener #Fasteners Design Pressure
(min.) (max.) per Clip (ASD)*
15/32"min. 16" #10 2 -91.75 PSF
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
Install the "1.75 Snap Lock" roof panel assembly in compliance with the
installation method listed in this report and applicable code sections of FBC 2010.
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. TAS 125-03 Uplift Test
By Hurricane Test Laboratory, LLC(FBC Organization#TST ID: 1527) Report
0223-0405-05; Test Date:07/06/05
2. Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1824)
Extreme Metal Fabricators, Inc. Licensee#974
3. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
5. Additional Reference Data
By USBC,#6:15-bk-03351-KSJ Doc 85, Dated 2/29/2016
FL#: FL 20378.3
Date: 4/14/16
J ng Page Report No.: 166of 8-175SL-A3W-ER
CEBUCK Engineeri
Specialty Structural Englnperinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
1.75 Snap Lock" (0.032" Aluminum), 18"'Wide Roof Panel Attached to Wood Deck
Profile Drawings
18 in Coverage
"1.75 Snap Lock" Panel
Typical Panel Profile View
0
O O
O fn o
c�i O
O °
O O
o�
I
2"
Clip Profile Drawings
FL#: FL 20378.3
Date: 4/14/16
CEBUCK Engineering Report NO.: 76of$-175SL-A3W-ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
1.75 Snap Lock" (0.032" Aluminum), 18" Wide Roof Panel Attached to Wood Deck
18"Coverage Width
Snaplock Fully Engaged
Fastener:
#10 Pancake Head,Wood Screw
TWO per Clip
Assembly Profile View
Typical Fastening Pattern Across Row
FL#: FL 20378.3
Date: 4/14/16
• CE3UCK Engin�Prinq Report No.: 186of 8-175SL-A3W-ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
1.75 Snap Lock" (0.032"Aluminum), 18" Wide Roof Panel Attached to Wood Deck
1.75 Snap Lock'Roof Panel
s o �
Fastener:
o #10 Pancake-head Screws
F - 2 per Clip
�-~ \•.titer'
Deck: Optional:
-15/32"or greater Plywood,or Rigid Insulation
-Wood plank Thickness 3"Maximum
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
1.75 Snap Lock(0.032"Aluminum), 18"Wide Roof Panel attached to Wood Deck
ALLOWABLE LOADS
Deck Thickness Clip Spacing Fastener #Fasteners Design Pressure
(min.) (max.) per Clip (ASD)*
15/32"min. 16" #10 2 -91.75 PSF
*Allowable design pressures)for allowable stress design(ASD)with a margin of safety of 2 to 1.
I
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(° RECEIVEED JAN 0 iii17
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
TRINITY f ERD 353 Christian street
Oxford,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
RESISTO Evaluation Report 7215.06.14-R3
a division of Soprema,Inc. FL17084-R3
1640 rue Haggerty Date of Issuance:06/20/2014
Drummondville,QCJ2C SP8 Revision 3:10/05/2016
Canada
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 evaluated for compliance with
the Sth Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: RESISTO Modified Bitumen Roof Systems
LABEUNG: 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 IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
AovERnsEmENT: 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.
INSPEcnON: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 3,plus a 2-page Appendix.
Prepared by:
. �•`���pEtF�I�'
Y�Ct�o_]]tH~•
Robert J.M.Nieminen,P.E. ..-A
.^�.�p-laW Tieftdmilesealappeadngv—authod,,dbyRohedNieminen,P.E.on
_y tc;r,': 2010612016.This does not serve as an eie e.omraiN signed d—ea.signed,
g
Florida Re istration No.59166,Florida DC4 ANE1983 Ss^"' "' ]ealed harden nsm les have been inided to the PmduaAppro l mministrator
'�� �c,x�-;e• p
!,n•," aM Lathe named dlenL
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,I.I.C.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.
S. This is a building code evaluation. Neither Trinity[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 for that purpose.
L
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: RESISTO Modified Bitumen Roof Systems,as produced by RESISTO,a division ojSoprema,
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 - Pro a Standard Year
1504.3.1 Wind FM 4474 2004
1504.7 Impact FM 4470 1992
1507.6.3 Physical Properties ASTM D1970 2009
1507.11.2 Physical Properties ASTM D6163 2000
3. REFERENCES:
faiint I Examination Reference Date
ERD(TST6049) Physical Properties 2968.05.04-2 OS/14/2004
ERD(TST6049) Physical Properties 535860.05.12-1-R2 03/14/2013
ERD(TST6049) Physical Properties 511440.01.11-R2 04/03/2013
ERD(TST6049) Physical Properties 542600.06.14 06/20/2014
ERD(TST6049) Wind 547190.06.14-2 06/20/2014
ERD(TST6049) Physical Properties SOPC-SC8970.15 07/22/201S
ERD(TST6049) Wind SOPC-SC9315.07.15 07/22/2015
FM Approvals(TST1867) FM 4470 3BIAOAM O1/08/1998
FM Approvals(TST1867) FM 4470 797-08591-267 08/14/2013
PRI(TST5878) FM 4474 SOP-089-02-01 07/22/2016
UL LLC(QUA9625) Quality Control Service Confirmation Exp.07/29/2017
4. PRODUCT DESCRIPTION:
This Evaluation Report covers RESISTO Modified Bitumen Roof Systems installed in accordance with RESISTO
published installation instructions and the Limitations/Conditions of Use herein. The following RESISTO membranes
make up the subject systems.
TABLE 1:ROLL-GOODS FOR RESISTO MODIFIED BITUMEN ROOF SYSTEMS
Type Product Specification
Reference Grade Type
Base Sheets Sopra G ASTM D4601 N/A II
Modified Sopra G ASTM D4601 N/A II
Base Ply SA Smooth Ply 40 ASTM D1970 N/A N/A
SA Base ASTM D6163 S I
Cap Ply SA Cap GR ASTM D6163 G I
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen,P.E.are,in anyway,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.
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.
Exterior Research and Design,U.C. Evaluation Report 7215.06.14-R3
Cenifioate ofAurhorization 49503 FBC NON-HVHZ EVALUATION FL17084-113
Revision 3:10/06/2016
Page 2 of 3
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TRINITY I ERD
5.4 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.
5.5 For recover installations,the existing roof shall be examined in accordance with FBC 1510.
5.6 For mechanically attached components,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 ANSI/SPRI WD-1, RAS 117 and FM LPDS 1-29. Assemblies marked with an
asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January
2016)for Zone 2/3 enhancements.
5.7 For fully-adhered components,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 components 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 components over existing substrates in a re-roof(tear off)installation,the existing deck 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 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.
5.11 Al products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule
61G20-3.
6. INSTALLATION:
6.1 RESISTO Modified Bitumen Roof Systems shall be installed in accordance with RESISTO 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,and reflects the
ultimate passing,pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).
Refer to FBC 1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com
-THE TWO(2)PAGES THAT FOLLOW FORM PART OF THIS EVALUA77ON REPORT-
Exterior Research and Design,U.C. Evaluation Report 7215.06.14-R3
CertiJirote ofAuthorizotion#003 FBC NON-HVHZ EVALUATION FL17094-R3
Revision 3:10/06/2016
Page 3 of 3
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TRINITY I ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPDFTRESISTANCE ` " .. , - ,
Table Deck Application Type Description Page
1'A Wood New,Reroof(Tear-Off)or Recover C Mechanically Attached Insulation,Bonded Roof Cover 2
1B Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2
SC Wood, New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 2
The followine notes aonly to the systems outlined herein:
1! 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.
2. Base sheet fasteners shall be of sufficient length for minimum 0.75-inch penetration through the wood deck.
3! For mechanically attached components,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 ANSI/SPRI WD-1,
RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3
enhancements.,
4. 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.
1. 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/5PRI FX-1,
6. For existing sutistrates in a bonded recover installation,the existing substrate shall be examined for compatibility and bond performance with the selected adhesive to the satisfaction of the
AIU.
7. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.'
TABLE 1:RESISTO ROOF COVERS
Reference Layer Material Application
SBS-SA Base SA Base,SA Smooth Ply 40
(SBS,Self-Adhering) Cap SA Cap GR Self-Adhering
8. "MOP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
EMerior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report 7215.06.14-R3 for FL17084-R3
Certifrcote of Authorization 1f9503 FBC NON-HVHZ EVALUATION Revision 3:10/06/2016
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 1 of 2
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\]\TRINITYIERD
TABLE 1A:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover(Note 7) MOP
No. (Note 1) Type Fasteners Attach Base Ply Primer Cap Ply (Psf)
Min.15/32-inch (Optional)One or more Min.1.5-inch ACFoam II, Soprema#12 DP Fasteners with r SA Smooth Ply
W-1 plywood at max layers,any 1 per 1.6 it None SBS-SA •67.5
24-inch spans combination,loose laid SOPRA-150 s Soprema 3"Metal Insulation Plates 40
I '
TABLE 1B:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEMTYPEE:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
Sfystem Base Sheet Roof Coiner(Note 7)
I No. Deck(Note 1) Primer MDP(psf)
Base Fasten Attach Base Primer Cap
Min.7/16•inch OSB or Sopra-G or 32 ea.,1-5/8-Inch 6-inch o.c,at the 4-inch laps and RESISTO RESISTO
W-2 min.35/32-inch plywood Modified Sops G diameter tin raps with 11 6-inch o.c.at four(4),equally EXTERIOR SBS-SA EXTERIOR SBS-SA -37.5'
ga.annular ring shank nails spaced,staggered center rows PRIMER PRIMER
32 ga.,1-5/8-inch 7-inch o.c.at the 4-Inch laps and RESISTO RESISTO
W-3 Min.19/32-inch plywood Sopra-G diameter tin caps with 11 7-inch o.c.at three(3),equally EXTERIOR SBS-SA EXTERIOR SBS-SA -37.5
ga.annular ring shank nails spaced,staggered center rows PRIMER PRIMER
Min 15/32-inch OSB or 32 ga.,1-5/8-inch 6-inch o.c.at the 4-inch laps and RESISTO RESISTO
.
-4 Sopra-G diameter tin caps with 11 6-inch o.c.at four(4),equally EXTERIOR SBS-SA EXTERIOR SBS-SA -4S.0
min.15/32-inch plywood ga.annular ring shank nails spaced,staggered center rows PRIMER PRIMER
TABLE 1C:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck jNote 1) Primer Roof Cover(Note 7) MDP(psf)
No. Joint Treatment Base Primer Cap
W 5 Min.7/16-inch OSB or min.15/32- RESISTO EXTERIOR PRIMER None SBS-SA RESISTO EXTERIOR PRIMER SBS-SA 45.0
1 inch plywood
W-6 Min.15/32=inch OSB None None SA Smooth Ply 40 None SBS-SA -67.5
W-7 Min.15/32-inch OSB RESISTO EXTERIOR PRIMER None SA Smooth Ply 40 None SBS-SA -75.0
W-8 Min.15/32-inch plywood None None SA Smooth Ply 40 None SBS-SA -105.0
W-9 Min.15/32=inch plywood RESISTO EXTERIOR PRIMER None SA Smooth Ply 40 None SBS-SA -112.5
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 7215.06.14-R3 for FL17084-R3
Certicate of Authorization#9503 FBC NON-HVHZ EVALUATION Revision 3:10/06/2016
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page of 2
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Debra Zampetti
From: Carl John Peterson
Sent: Wednesday,January 11, 2017 4:48 PM .
To: Debra Zampetti
Subject: Fwd: Permit Application 11911 S Indian River Drive Jensen Beach FL 34957
Attachments: Permit Application James Donnelly 1532.pdf,ATT00001.htm
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Thank you .;
Carl Peterson CBO/CFM,
:2300 Virginia Ave
Tit. Pierce, FL
'772-462-1553
Begin forwarded message: 1A
From: "Karen Desberg" <OfficekPDRHelps.com>
To: "Carl John Peterson" <PetersonJ(a stlucieco.org>
Cc: "Karen Desberg"<Office o,PDRHelps.com>
Subject: Permit Application 11911 S Indian River Drive Jensen Beach FL 34957
Dear Mr. Peterson,
Please the corrected first page of the Roof Permit Application that was incorrect. The permit
application is for the following owner and property address:
James Donnelly
11911 South Indian River Drive
Jensen Beach FL, 34957
Property Tax ID number: 3532-802-0002-000-9
If you require anything else in order to approve our permit application please do not hesitate to
contact me. You can reach me by telephone at the number listed below, or by responding to me
by email.
Thank you very much for your assistance on this matter. Also for allowing us,to email you the
corrected`first page. Have a great day and again thank you.
Karen Desberg
Administrative Assistant
Paramount Disaster Recovery LLC
(800) 379-0122
www.pdrhelps.com
Please Note:Florida has very broad public records laws.Most written communications to or from County officials regarding County business are public records
available to the public and media upon request.It is the policy of St.Lucie County that all County records shall be open for personal inspection,examination and/
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