HomeMy WebLinkAboutProduct Approval THESE PLANS AND ALL PRCr?,ED WORT{ '",�
ARE 8U11JECT TO M01 P.N&C OBIS .; .............. . ....... ... ......CAN:C.EEA>L �TENERS OR ATTACHMENTS
REQUIRED DY tRE•L0 INW.CTMO IAT ARE THE RESPONSIBILITY OF THE
MAY BE I0E64ARV IN 0 NER TO a CONTRACTOR OF RECORD
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l:oast Professloeal Eniineer 932e31 0 t Flo!kli 3495 -b 12
B vildlni Architect MARD009471 PHONE(772)466.5509 I
E n=ineers, Certified General Contractor$CGCO24776 FAX(772I489-3035
Inc, E-MAIL•hkoehnen@tcbeweb.com
Contractor 61,.re' 1l mepyA C( ( p
Owner Date '1 LUCIE COUN
lob Address .41fo 11,pWAy Roan BUILDING DIVISION
METALROOFING Ddrc.a- Tzg REVIEWED i .7
FOR COMPLIANCE
NEW ROOF„` , RE-ROOF REPAIR AREA REVIEWED BY
DATE
METAL ROOF PLAN PLANS AND PERMIT
..:,. MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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ASCE 7-10&FBC 2014 5th Edition ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN
PART . LOW RISE C&C SIMPLIFIED
RISK-CAT,2/V= fEXPOSUREJ)l=_JKEt=1.0/h /12 PITCH
ROOF SYSTEM R 9^ NOA r-t- /f 76Y-jZ ;r
ZONE P _ -276 i W.
ZONE 2 P@ CD h=30 = X PSF x 0.6 a L Yk,L, -sz.N
ZONE 3 P @ 0 h=30 = X = PSF x 0.6= -4�;fi Is•�( �:.7'-0"";=°4
MAX DESIGN PRESSURE PER NOA 'If Zj,-
DECKTYPE- 41r0oao THICKNESS
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1"K x" 00" bFmTA N NO.OF PLIES- 1-_FASTEN ER TY �. # a SPACING Yi "a C,
PLYSHEET Add. NO.OF FUE3 FASTENERTYP-E SPACING
TOP KY _ .. N�1¢_ NO OF MU _ FASTENER TYPE SPAC '
INSULATKM LAS€LAYER TYPE NI& SIZE
TYPLOFEASTENERS: SPAaNG;FI€LEF N PERIMETER GiNINERS�_ V�
INSULATION TOP LAYER TYRE A SIZE 'V
TYPE OF FASTENERS/tM SONDIM MATERIAL - At&
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FASTINER SPACING FOR METAL ROOF PANzi$- f1ELD gp_ ptMMETER COR ''
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EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization##9503
TRINITY I 353 Christian Street
Q0ERD Oxford,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
DECRA Roofing Systems,Inc. Evaluation Report D30800.12.09-R3
1230 Railroad Street, FL9759-R5
Corona,CA 92882 Date of Issuance:12/17/2009
Revision 3:04/16/2015
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 5th Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: DECRA Stone Coated Steel Roofing 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 I 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 20-page Appendix.
Prepared by: FKLkf (;U
Am "'Y
................
'r�t� xo=slits-'•��'i6
r
Robert J.M.Nieminen Q?�^r The facsimile seal appearingms authorized by Robert Nieminen,
P.E. +. s
' 1•,�p C ' P.E.on 04/16/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 :J�"'"t'lts� document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity 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[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.
HAY;%MV E.Yivg3 I
Professional F.nglnew PE-3M1
7205 I3yse Cirde r ��
Port St Lucie,FL 34952-3212
Fax(772)459-3035
rTRINI-rYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Non-Structural Metal Roofing
Compliance Statement: DECRA Stone Coated Steel Roofing Systems,as produced by DECRA Roofing Systems, 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 Proper Standard Year
1504.3.1 Wind UL 1897 2004
1504.3.1 Wind UL 580 2006
1518.9.1,1523.6.5.2.4.1 Wind TAS 125 2003
3. REFERENCES:
9q!!N Examination Reference Date
UL(TST 1740) Wind Uplift 06NK07480 04/12/2006
UL(TST 1740) Wind Uplift 06NK17480 04/13/2006
UL(TST 1740) Wind Uplift 06NK07480 05/02/2009
Metal suppliers Metal Physicals Mill Certs Current
UL LLC(QUA 9625) Quality Assurance Inspection Report,R14730/2QA 03/19/2015
4. PRODUCT DESCRIPTION:
The following DECRA non-structural metal roof panels are mechanically attached to Approved substrate,as outlined in the Limitations/
Conditions of Use herein.
➢ DECRA Shake are 0.0179-inch thick aluminum-zinc alloy coated,formed steel panels with a ceramic coated stone granular finish that
are mechanically attached to batten systems over approved roof decks. DECRA Shake measures 14-5/8 x 53 inches with installed
exposure of 12-5/8 x 51 inches.
DECRA Shake(installed on battens)
µ«_.« 4�, a
Back , nge Facto E_ dge
Overlap
Channel
Factory Edge -. - ;:. - Nose Mid Pan Keyway Installed Exposure: 12-5/8"x 51"
Ove net Panels per Square: 22.4
ChaInstalled Weight: 150 lbs./sq.
Exterior Research and Design,I.I.C. Evaluation Report D30800.12.09-113
Certiflcate ofAuthorhatlon#9503 FL9759-RS
Revision 3:04/16/2015
Page 2 of 4
NTINITYIERD
➢ DECRA Tile are 0.0179-Inch thick aluminum-zinc alloy coated,formed steel panels with a ceramic coated stone granular finish that
are mechanically attached to batten systems over approved roof decks. DECRA Tile measures 16'/:x 52 inches with installed exposure
of 14'/:x 50 inches.
DECRA Tile(installed on battens)
Pans �,. .� ,�
Factory Edge
Back Flanges
Overlap
�t _ N Nose Channel
Factory dE ge id Pan Keyways Installed Exposure: 14-1/2 x 50
Overlap Panels per Square: 20
Channel Installed Weight: 150 lbs./sq.
➢ DECRA Shingle Plus are 0.017-Inch thick aluminum-zinc alloy coated,formed steel panels with a ceramic coated stone granular finish
that are mechanically attached to batten systems over approved roof decks. Shingle Plus measures 17Y2.x 52 inches with installed
exposure of 14%x 50 inches.
DECRA Shingle Plus(installed on battens)
Fa
Back Flange ry Edge
Installed Exposure: 14-1/2"x 50"
Factory Edge Nose Panels per Square: 20
Overlap Installed Weight: 150 lbs./sq.
Channel
5. 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 for that purpose.
5.2 This evaluation report is not for use in HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 The minimum roof slope per manufacturer's installation instructions is 3:12. Slope shall not be less than that set forth in
FBC 1507.5.2. See 5.3.1 below.
5.4.1 If the roof deck is covered with a Florida Statewide Approved low-slope roof system, meeting all Chapter 15
requirements for use below 3:12 slope,then DECRA Stone Coated Steel Roofing Systems may be installed below 3:12
roof slope atop the Approved roof system,provided the applicable attachment requirements for the s ste i cipy
1 are maintained.
5.5 Sheet materials used to produce the panels shall comply with FBC Section 1507.5.5.
I ,
Exterior Research and Design,LLC. Evaluation Report D30800.12.09-R3
Certificate of Authorization#9503 FL9759-RS
Revision 3:04/16/2015
Page 3 of 4
Q0TFuN1TY1ERD
5.6 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.
5.7 Appendix 1 outlines attachment requirements for design wind pressure resistance. "MDP"=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 pressures. The MDP for the selected assembly shall meet or exceed the design wind pressure requirements
for the project for each pressure zone of the roof.
5.7.1 Reference to"OK"indicates the system performance exceeds requirements for that pressure zone. Reference to"NO"
indicates additional testing or rational analysis by a qualified design professional is required to address that particular
pressure zone.
5.8 For 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.
5.9 Perimeter and ridge details shall be designed and installed to resist the wind load requirements of FBC Chapter 16.
5.10 All products in the roof assembly shall have quality assurance audit in accordance with the F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 DECRA Stone Coated Steel Roofing Systems shall be installed in accordance with DECRA Roofing Systems,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. "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.
B. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com
-THE 20-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report D30800.12.09-113
Certificate of Authorization#9503 FL9759-RS
Revision 3:04/16/2015
Page 4 of 4
NTINITYIERD
APPENDIX 1 ATi/1C MENT REQUIREMENTS FOR Dt ESIGN W N PRESSURE RE IS STANCE B!_5�'�y`#e�ig
._a^.s.-�se.}',','f�ul r,gai'C ..,r t.+�:fl.:ry>;r'"'%a1ii�+.'•:L-_s._.a��ty�7 t�t,'1:"�z.a.rr�c'+s.).��aa9"ae:u't7'
Table Application Method System MDP(Max Design Pressure) Page
A-1 Wood Battens w/Four(4)Screws per Panel 1 -86.0 psf 3-5
A-2 Wood Battens w/Seven(7)Screws per Panel 2 -153.6 psf 6-8
B-1 Steel Battens w/Four(4)Screws per Panel 3 -59.75 psf 9-11
B-2 Steel Battens w/Seven(7)Screws per Panel 4 -116.0 psf 12-14
C-1 Wood Counter-Battens w/Four(4)Screws per Panel 6 -78.5 psf 15-17
C-2 Wood Counter-Battens w/Seven(7)Screws per Panel 7 -146.0 psf 18-20
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. Unless otherwise noted herein,fire barrier and/or underlayment materials may be any that meet DECRA minimum requirements,the QA requirements of
F.A.C.Rule 611320-3 and FBC 1505 when installed with the roof cover.
3. "MDP"=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 pressures.
4. Tables are based on roof cladding design wind pressure requirements for gabled/hipped roofs in accordance with ASCE 7-10,multiplied by 0.6(P„d)for
allowable loads.
S. Tables are limited to projects having gable or hip roofs with a mean roof height between 0 and 60 feet,slopes between 7°and 45'(1.5:12 to 12:12 pitch),
enclosed buildings(Internal Pressure Coefficient,GCPi=±0.18),no load combinations(Kd=1)and site conditions and location of the structure do not
meet all conditions specified in Section 26.8.1 of ASCE 7-10(K:t=1.0). Analysis for buildings falling outside these constraints shall be on a project-by-
project basis by a Florida Registered PE.
6. Reference to"OK"indicates the system performance exceeds project requirements for that pressure zone. Reference to"NO" indicates additional
testing or rational analysis by a Florida Registered PE is required to address that particular pressure zone.
7. The dimension of Zones 2 and 3(perimeters and corners)shall be defined as 10%of the least horizontal plan-view dimension or 40%of the mean roof
height,whichever is smaller,but not less than either 4%of the least horizontal plan-view dimension or 3 feet,as outlined in Figures 30.4-2B and 30.4-2C
of ASCE 7-10.
I C 1 I I I F a o P
i
1 1 1 1 \
I J
:1
1 1 1 1 1 1
1 ) 1 1 1 1 1 1
1 1
a•- ; a 1 I p 1
1 1 1 1
1 1 I 1 1 1
1 1 1 1 i ` _ .
1 1 . O ,%
`
B. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance in accordance with TAS 105 or ANSI/SPRI FX-1. A qualified
design professional shall review the data for comparison to the minimum requirements for the system.
9. For installation over a fire barrier and/or existing asphalt shingles,panel fasteners that engage the roof deck shall be of sufficient length to penetrate the
underside of the roof deck by not less than 1-inch.
10. Panel fasteners shall be corrosion resistant.
FILE t; ,%W
NMI If
Exterior Research and Design,I.I.C.d/b/a Trinity;ERD Evaluation Report D30800.12.09-113 for FL9759-R5
Certificate of Authorization#9503 Revision 3:04/16/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 20
��TRINITYJERD
11. The panel attachment configurations for DECRA Tile,Shake or Shingle Plus noted herein call for either four(4)or seven(7)fasteners per panel. Fastener
placement for these configurations are outlined below.
t - f :r}a rr _ t} is b�•c e.. "' DECRA TIIem 4x q rnl i
I
I
Pm a p—L baeom V P*rf.A w"wft ba6ona
Pwrion orP+.L
Four(4)per Panel Seven(7)per Panel
,.t..Y7--�,.e+'�-�.,`o�>,+J"„i•.-.a�r,}`3'i-1<i"" 2�st-�`Zr�,a-E:�.t"'""a � N...}��"'i�s°'*''�� `.c".�.'w's�',z�f �t 3�"'tp"�'.�'.���'f x ter' .^'iY^�x�'r: �s^. '�1 ..'Sty?5�:'�e;'�G��/`a-{
r�'u:�e r.��S_.."i .Y�:s.<a..u?x.�.w_.- .1.,.,.,,;y yS.✓f3'i.�rw�;.- ut.�.si_.a.:.a.,C;�T�'z76iw.�e>_:�:r1.._�..+.t.�:i_4,.�*as�r
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{ dpeV rmn Pa11+otpral.
Four(4)per Panel Seven(7)per Panel
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Four(4)per Panel Seven(7)per Panel
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Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report D30800.12.09-R3 for FL9759-RS
Certificate of Authorization#9503 Revision 3:04/16/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 20
rTRINrryIERD
Battens Panel Attachment
Deck Fire Barrier/
System No. Underlay MOP(psf)
(See Note 1)
Type Fasteners Attachment Fasteners Attachment
At Joists:No.9 x 3%"
long coated all gt Joists:Two(2)
purpose steel stews at each
Min.15/32"APA Nominal 2 x 21nch wood exterior wood
Intersection with No.8 x min.
rated CDX plywood spaced 12-5/8"o.c.for Seven(7)per
2- over wood supports See Note 2 Shake or 14Yc stews inch o.c. Btwn Joists:No.8 x Joists,max,24"o.c, sang hex head panel -153.5
spaced max.24"o.c. for Tile or Shin le Plus scre Joists:between
(1) screws
P g 2%"long coated all screw between
purpose steel
exteriorwood Joists.
screws
TABLEA2ASYSTEMNO 2'DECRASHAKE,TREORSHIN6LEPLUS(OVERW000BATTEN5WLr1fSEVENSCR9i SPERPANEL)p
,* r2�w 5.12 SH<-6.4.a1Ya2r�WPOOS ClrF R n .GE—i < L O4PE<'
Mean Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph)
POK
11S 120 130 140 ISO 160 280 200
1 OK OK OK OK OK OK OK OK
2 OK OK OK OK OK OK OK OK
0<h<30 3 OK OK OK OK OK OK OK OK
2 Overhang OK OK OK OK OK OK OK OK
3 Overhang OK OK OK OK OK OK OK NO
1 OK OK OK OK OK OK OK OK
2 OK OK OK OKNK
OK OK OK OK
30<h<40 3 OK OK OK OK OK OK OK OK
2Overhang OK OK OK OK OK OK OK OK
3 Overhang OK OF OK OK OK OK OK NO
1 OK OK OK OK OK OK OK OK
2 OK OK OK OK OK OK OK OK
40<h<50 3 OK OK OK OK OK OK OK OK
2 overhang OK OK OK OK OK OK OK OK OK
3 Overhang OK OK OK OK OK OK OK OK NO
1 OK OK OK OK OK OK OK OK OK
2 OK OK OK OK OK OK OK OK OK
50<h<60 3 OK OK OK OK OK OK OK OK OK
2Overhang OK OK OK OK OK OK OK OK OK
3 Overhang' OK OK OK OK OK OK OK NO NO
TABLE Al2,8:,SYsirEM N6.2:DECRA SHHAki;-Ti 9oR SHINGLE PA1.6SF(OVER WOOOBATIENS W/TN SEVENSCREWSPEk PANEL)�'
u=�,��.��nse'��'
Mean Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph)
110 115 120 130 140 150NOK
180 200
1 OK OK OK OK OK OK OK OK
0<h<30 2&3 OK OK OK OK OK OK OK OK
2&3 Overhang OK OK OK OK OK OK OK OK
1 OK OK OK OK OK OK OK OK
30<h<40 2&3 OK OK OK OK OK OK OK OK
2&3 Overhang OK OK OK OK OK OK OK. OK
1 OK OK OK OK OK OK OK OK OK
40<h<So 2&3 OK OK OK OK OK OK OK OK OK
2&3 Overhang OK OK OK OK OK OK OK OK OK
1 OK OK OK OK OK OK OK OK OK
50<h<60 2&3 OK OK OK OK OK OK OK OK OK
2&3 Overhang OK OK OK OK OK OK OK OK OK
FIL U UPI
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report D30800.12.09-R3 for FL9759-RS
Certificate of Authorization#9503 Revision 3:04/16/2015
Prepared by: Robert N(eminen,PE-59166 Appendix 1,Page 6 of 20