HomeMy WebLinkAboutEngineering _M
Planning& Development Services Department
• Building&Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553
Certification for Design Load Compliance
Project Name: L&i
Project Address: 1 .Q L I A 17—A DTz—
Permit#: Occupancy Type: Construction Type:
INSTRUCTIONS FOR USE:
• This certification must be completed,signed,and sealed by the design professional of record.
• Submit(2)copies for residential,(3)copies for commercial with all permit applications involving the following:
o New Residences(single or multi-family)
Residential A*Widen T�_— P CJp i;
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official.Contact the#above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida ZO Code 2019 Edits 't"M Suppl@4�using ASCE 7-10
2. Structure Designed as(check one): ✓Enclosed Partially Enclosed Open
3. Risk Category: _III III IV Exposure Category: B C D
4. Design Wind Velocity mph t ASD LRFD End Zone Width: 4 t
5. Mean Roof Height /S ft Roof Pitch: _:12 Parapet: it
6. Components&Cladding Design Pressures Used: (PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings):
Zone 1:_?Z Zone 2: _ Zone 3: Zone 4: Zone 5: Garage:
7. Design Loads: Floor: PSF Roof/Dead: 10PSF Roof/Live: Balcony: PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear k!5 l W�al-ls Considered For Structure? Yes _Not Applicable Explain Why Not:
T-1 4s-i 17 LA VT 4T_r_p<: A4----F— MSS `
9. Is A Continuous Load Path Provided? Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATIIO;N/STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans &specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified: 14 L—L44i sZ J
`Print Name Cert#&Co.Cert Auth.
Signatu e, Date,and Seal 1 C W tTltJ 650 Rb Lk) -33 q 5
Company Name&Address
SLCCDV Form#020-12 Revised 3/15/12(JS)
, .
"
`
EXTERIOR RESEARCH&DESIGN,U.C.
Certificate ofAuthorization m9503
\ � � J58CHR|S�AN�REE�Vm�#lB
`� TRINUTY �� �
'
OXFORO CT 06478
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PHONE:(ZO3)26Z-9345
FAX:(zn])26l'9z4s
EVALUATION REPORT
Boral Roofing Evaluation Report M35710.12.10-118
7575 Irvine Center Drive FL14317-R7
Suite 100 Date mfIssuance:22/21/2010
Irvine,CA.92618
Revision 8:W7/02/2015
Scops:
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 and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the Sth Edition(2014)Florida Building Code sections noted herein.
osmo/pnom: Bo,a{Roof Vnder|aymeoos
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 IERDrequires acomplete review cfthis Evaluation Report
relative toupdated Code requirements with each Code Cycle.
/D*annsemEwT/ The Evaluation Report number preceded by the words 7rinbylERo 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, acopy ofthis entire Evaluation Report shall beprovided tothe user bythe manufacturer orits
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists ofpages 1through 6
Prepared by:
Ro6e�J.K8.Nieminen,9.E. �"�==�^"*"o*"mm=,^^^°w��,"��w*"."".
Florida Registration No. - ��m�m n�^��°�=="���w��
� '' --'—
document.Signed,sealed^.rcico*"`have been transmitted mthe
Product Approval Administrator and mthe named client
mcmmmmowo°INDEPENDENCE:
z. Tnnity|cnodqes not have, nor does it intend to acquire or will it acquire, afinanua| interest in any company manufacturing or
distributing products uevaluates.
z. Too/tv|sxmisnot owned,operated or controlled by any company manufacturing or distributing products it evaluates.
». 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 isvbuilding code evaluation. Neither Trinity|cRnnor Robert w/emmev, p.E. x/e, |nany way,the Designer ofRecord 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.
g TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Boral Roof Underlayments, as marketed by Boral Roofing, 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 Uplift UL 1897 2004
1507.2.4,1507.2.8,1507.2.9.2,1507.4.5.1, Physical Properties ASTM D1970 2009
1507.4.5.2,1507.5.3,1507.5.3.2,1507.6.3,
1507.6.3.2,1507.7.3,1507.7.3.2
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entitv Examination Reference Date
ERD(TST6049) Wind Uplift T6460.06.07-R1 10/09/2007
ERD(TST6049) Physical Properties T33190.08.10 08/06/2010
ERD(TST 6049) Physical Properties M33180.08.10 10/09/2010
ERD(TST6049) Wind Uplift T37610.07.11 07/29/2011
ERD(TST 6049) Physical Properties B40380.08.12 08/28/2012
ERD(TST 6049) Physical Properties 041420.09.12-2 09/11/2012
ERD(TST 6049) Physical Properties B41940.09.12 09/13/2012
ERD(TST 6049) Physical Properties B47390.07.14-1 07/31/2014
ERD(TST 6049) Physical Properties B47390.09.14 09/04/2014
PRI(TST 5878) Physical Properties NEI-006-02-01 04/01/2002
PRI(TST 5878) Physical Properties NEI-034-02-02 03/23/2006
PRI(TST 5878) Physical Properties NEI-045-02-01 08/08/2007
PRI(TST 5878) Physical Properties NEI-053-02-01 05/01/2008
PRI(TST 5878) Physical Properties NEI-070-02-01 08/12/2009
PRI(TST 5878) Physical Properties NEI-031-02-02:REV 10.27.10 10/27/2010
PRI(TST 5878) Physical Properties NEI-029-02-01REV:11.03.10 12/03/2010
PRI(TST 5878) Physical Properties NEI-046-02-01REV 12/17/2010
PRI(TST 5878) Physical Properties NEI-034-02-02/MLT-015-02-01 01/29/2013
PRI(TST 5878) Wind Uplift BORR-001-02-01 03/17/2015
PRI(TST 5878) Wind Uplift BORR-005-02-01 06/24/2015
UL,LLC.(QUA 9625) Quality Assurance Service Confirmation,R14610 Exp.12/10/2017
UL,U.C.(QUA 9625) Quality Assurance Cross-Listing Confirmation,R16744 09/04/2013
UL,LLC.(QUA 9625) Quality Assurance Service Confirmation,R16744 Exp.10/13/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlavments:
4.1.1 Boral TileSeal° 50"T is a nominal 50-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof
underlayment.
4.1.2 Boral TileSeal° HT is a nominal 60-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof
underlayment.
4.1.3 GatorSealO is a nominal 55-mil thick,granular-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen roof
underlayment.
4.1.4 StormSentry" is a nominal 120-mil thick,mineral-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen
roof underlayment.
4.1.5 Citadel° Plus is a nominal 48-mil thick, fabric-surfaced, fiberglass reinforced, self-adhering SBS modified bitumen
roofing underlayment for use as a base-layer in two-ply underlayment systems.
Exterior Research and Design,LLC. Evaluation Report M35710.12.10-118
Certificate of Authorization#9503 FL14317-R7
Revision 8:07/01/2015
Page 2 of 6
' ,'J TRINITY ERD
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityERD 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 the HVHZ.
5.3 Fire Classification is not part of this Laboratory Report;refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Boral Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.S Allowable roof covers applied atop Boral Roof Underlayments are follows. Table 1 pertains to use of each listed
underlayment by-itself beneath the stated roof covers. Refer to the installation instructions and Table 2 for two-ply
underlayment options.
TABLE 1:RooF CovER OPrIaNs
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Boral TileSeal 50HT Yes Yes No Yes Yes Yes
(battens only)
Boral TileSealHT Yes Yes Yes Yes Yes Yes
(See 5.5.1)
GatorSeal Yes Yes No No Yes Yes
(battens only)
StormSentry Yes Yes No No Yes Yes
5.S.1 "Foam-On Tile" is limited to use of the following unless tensile adhesion/long term aging data from an accredited
testing laboratory is provided.
Underlayment Tile Adhesives
3MT'2-Component Foam Roof Tile Adhesive AH-160(FL6332)
Boral TileSeal"T
3M'"Roof Tile Adhesive RTA-1(FL6276)
Dow TILE BOND'"Roof Tile Adhesive(FL717)
Convenience Products'Touch'n Seal StormBond Roof Tile Adhesive(FL14506)
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Citadel Plus,Boral TileSeal 50"T,Boral TileSeal"T,StormSentry or GatorSeal:
➢ Plywood(unprimed or primed with ASTM D41 primer).
Boral TileSeal"T:
➢ OSB primed with ASTM D41 primer.
S.6.2 Wind Resistance of Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment
forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not
prescriptively addressed in FRSA/TRI April 2012 (04-12)and are used in foam-on tile applications. 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 FRSA/TRI
April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
5.6.2.1 Maximum Design Pressure=-105 Psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Ply: (Optional)Citadel Plus,self-adhered
Underlayment: Boral TileSeal"T,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1V ring shank
nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
Exterior Research and Design,LLC. Evaluation Report M35710.12.10-R8
Certificate of Authorization#9503 FL14317-117
Revision 8:07/01/2015
Page 3 of 6
TRINITY ERa
5.6.2.2 Maximum Design Pressure=-202.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: ASTM D41 to the plywood deck
Base Ply: (Optional)Citadel Plus,self-adhered
Underlayment: Boral TileSeal"T,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga.x 1'/,"ring shank
nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
5.6.3 Bond to Base Laver Underlayment:
Citadel Plus,Boral TileSeal 50"T,Boral Tile5eal"T or GatorSeal:
➢ ASTM D226,Type 11 felt;Citadel Plus.
StormSentry:
A ASTM D226,Type II felt;Citadel Plus,
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum
requirements of FRSA/'3Rl April 2012 (04-12), Appendix A, Table 1 or as tested in accordance with FBC Section
1504.3.1.
5.6.4 Bond to Other Substrate Types:
Citadel Plus,Boral TileSeal 50"T,Boral TileSeal"T,StormSentry or GatorSeal:
A ASTM D41 primed metal(e.g.,flashing metal,valley metal,etc).
Boral TileSeal"T:
➢ Huber Zip Deck(unprimed or primed with ASTM D41 primer);Dens Deck Prime.
Note:For installation under mechanically attached prepared roof coverings,insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval.
5.7 Exposure Limitations
5.7.1 GatorSeal shall not be left exposed for longer than 30-days after installation,prior to placement of final roof cover.
5.7.2 StormSentry shall not be left exposed for longer than 90-days after installation,prior to placement of final roof cover.
5.7.3 Alcazar, Boral TileSeal 50HT and Boral TileSealHT shall not be left exposed for longer than 180-days after installation,
prior to placement of final roof cover.
5.7.4 Citadel Plus,for use as a base-layer in a two-ply underlayment system,shall not be left exposed for longer than 180-
days after installation,prior to placement of subsequent underlayment layer.
6. INSTALLATION:
6.1 Boral Roof Underlayments shall be installed in accordance with Boral Roofing published installation instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Install self-adhering underlayment when ambient and surface temperatures are minimum 40"F and rising.
6.4 Citadel Plus:
6.4.1 Citadel Plus is limited to use as a base or mid-layer in multi-ply underlayment systems beneath Boral TileSeal SO"T,
BoraI TileSeal"T,GatorSeal or StormSentry.
6.4.2 Slope limitations are those associated with the top-layer underlayment.
6.4.3 Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge,
extending over by%-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the
membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Rall into place with a
weighted roller.
Boral recommends fastening of the top edge of the sheet to the deck with roofing nails, nails & tin-tags or 1-inch
diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and
greater. Overlap successive courses minimum 2 inches(horizontal lap)and minimum 4"end(vertical)laps.
Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TileSeal 50"T, Boral
Tile5eal"T,GatorSeal or StormSentry.
Exterior Research and Design,LLC. Evaluation Report M35710.12.10-118
Certificate of Authorization#9503 FL14317-R7
Revision 8:07/01/2015
Page 4 of 6
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6.4.4 To Base Sheet:
Install ASTM D226,Type ofelt in accordance with Code requirements o'install Citadel Plus inaccordance with ovm|
Roofing published installation instructions and Section 6.4.3 and when used as part of a multi-ply system.
Install Citadel Plus as a mid-ply in accordance with Boral Roofing published installation instructions and Section 6.4.3.
mmoU final undedayment layer amp Citadel Plus per 'direct-to-deck' instructions for 8o,a| n|esea| 6nor' oomi
Ti|e6ev|^r'6atorSeo|v,Sto,msentry.
6.5 Boral TileSeal 50HT:
6.5.1 Install Boral TileSeal 50HT in compliance with manufacturer's published installation instructions and the requirements
for ASTIVI D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
ola Donot use oom|n|eSea|s0HTonroof pitches less than z:zz.
6.5.3 Non-Tile Applications,Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to zZ ft. Align the membrane nvm||el to the roof edge,
extending over by%-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the
membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place, nv|| into place with a
weighted roller.
moral recommends fastening of the bbd' selvedge edge to the deck with roofing nails, nails & tin-tags o, z'inu,
diameter plastic u, steel cap nails spaced 24'mchuz. for slopes below 7:zz and zz-mcho.c. for slopes 7:zZand
greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch.
Seal under end(vertical)laps using approved mastic,or use Joined and Folded Seam or Inverted Sheet Seam method
detailed in aom|Roofing published installation instructions.
os.* Non-Tile Applications,to Base Sheet:
Install ASTM D226,Type 11 felt inaccordance with Code requirements.
Install uo,a\n|eSea|So^'in accordance with aom|Roofing published installation instructions and Section 6.5.3.except
end(vertica|)laps,described below.
Apply SBS mastic under all end (vertical) laps u,any other laps where the self-adhering bituminous underside i, in
contact with the fabric top surface,rolling the interface into place with xweighted roller.
a.s.s Tile Applications:
Reference is made to FxS*/Tm xp,U 2012(0+12)Installation wnnva|and Table z herein,using the instructions noted
above asaguideline. Tile shall beloaded and staged in a manner that prevents tile slippage and/or damage mthe
vndc,|xvme^t.
Battens must be used for all tile mgxnauuns otvn avra|T/|,sea| som uvra| Roofing's Elevated Batten system= or
counter battens are required for roof pitches ofaa:zztuless than o:zz.
6.6
*az Install GntorSea| and sto,mSentry in compliance with manufacturer's published installation instructions and the
requirements for ASTM o1970 vnde,\ayments in FB[ Sect/ons zsU7for the type of prepared roof covering u, be
installed.
6.6.2 ov not use Gam8oa| on roof pitches less than 2:12. om not use Stu mSenuY on roof pitches less than %:zz while
ensuring there isnopossibility for pondinmwater vnthe surface ofstn,m3entrv.
o.*3 Non-Tile apolications,Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane pnmUe| to the roof edge,
extending over hwn+nd`. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the
membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a
weighted roller.
oom| recommends fastening of the black selvedge edge to the deck with muhne nails, nails w tin-tags or 1-inch
diameter plastic ursteel cap nails spaced 2+mchoz. for slopes below 7:zz and zz^"d` oz. for slopes 7u2 and
greater. Overlap successive courses the width ufthe black-selvedge area,minimum 3anch.
Seat end (vertical) laps using Sas Mastic under all side (vertical) laps o, any other |aco where the self-adhering
bituminous underside is in contact with the granular o, mineral top surface, rolling the interface into place with a
weighted roller,or using the Inverted Sheet Seam detailed in Boral Roofing published installation instructions.
Exterior Research and Design,�I.C. Evaluation Report m35nm.12.x0-no
Certificate ofAuthorization xmm Fu*317'117
Revision m.o7/01/mns
Page snvs
TRINITY ERD
6.6.4 Non-Tile Applications,to Base Sheet:
Install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral
Roofing published installation instructions and Section 6.4.
Install GatorSeal or StormSentry over ASTM D226, Type 11 felt or Citadel Plus in accordance with Boral Roofing
published installation instructions and Section 6.6.3 except end(vertical)laps,described below.
Apply SBS Mastic under all side (vertical) laps or any other laps where the self-adhering bituminous underside is in
contact with the granular top surface,rolling the interface into place with a weighted roller.
6.6.5 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted
above as a guideline. Tile shall be loaded and staged in a manner that prevents tie slippage and/or damage to the
underlayment.
Battens must be used for all tile installations atop GatorSeal.
6.7 Boral TileSeal"T:
6.7.1 Install Boral TileSeal HT in compliance with manufacturer's published installation instructions and the requirements for
ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.7.2 Do not use Boral TileSeal HT on roof pitches less than 2:12.
6.7.3 Non-Tile Applications,Direct to Deck:
For OSB substrate, prime with ASTM D41 primer and allow to dry prior to installation. Cut the membrane into
manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge,extending over by%-inch.Fold
the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed
rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller.
Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails & tin-tags or 1-inch
diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and
greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch.
Seal under end(vertical)laps using approved mastic,or use Joined and Folded Seam or Inverted Sheet Seam method
detailed in Boral Roofing published installation instructions.
6.7.4 Non-Tile Applications,to Base Sheet:
Install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral
Roofing published installation instructions and Section 6.4.
Install Boral TileSeal HT in accordance with Boral Roofing published installation instructions and Section 6.7.3,except
end(vertical)laps,described below.
Apply SBS Mastic under all end (vertical) laps or any other laps where the self-adhering bituminous underside is in
contact with the fabric top surface,rolling the interface into place with a weighted roller.
6.7.5 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted
above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Battens must be used for all tile installations atop Boral TileSeal HT with roof pitches of 2'%to less than 3:12. Boral
Roofing's Elevated Batten System or counter battens are required.
Approved foam adhesive may be used for roof slopes 2:12 and greater.
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 manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC.—QUA9625;(414)248-6409;Karen.buchmann@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report M3S710.12.10-R8
Certificate of Authorization#9503 FL14317-R7
Revision 8:07/01/2015
Page 6 of 6
I CBUCK Engineering
S oOaR,W Structural Englr *wlriq CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"S-V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.1 R2
Florida Building Code Sth Edition (2014)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: S-V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by lames L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15-23.
Prepared by: II I I I i I UC
James L. Buckner, P.E., SECS `'Q •`'�yCENS�e 'Fp'r
Florida Professional Engineer#31242 * Na 31242 * '
Florida Evaluation ANE ID: 1916
Project Manager:Youry Demosthenes u►;
Report No. 15-176-5V-S6W-ER r0T STATE OF _14J�
i '•."LORIOP.•'
(Revises 14-166-SV-S6W-ER) '�isS tl\��
Date: 6/27/15 '��,��NA� ,.�
Contents:
Evaluation Report Pages 1—7 -
2015.07.01 11:03:27-04'00'
CBUCK, Inc.
1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403
Phone:(561)491-9927•Email:chuck@cbuckinc.net•Website:www.cbuckinc.net
FIL#: FIL 17022.1 R2
Date: 6/27/15
CBUCK E:nq1nek=r1nq Report No.: R
x=1cqff'tj Stru=ftxal E:nqlr*k=r1rjQ CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
Product Name: 5-V Crimp
Product Category: Roofing
ProductSub'Categmry Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005(1) (d)
Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials 8'
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Uoder|aynnent
4. Insulation Board(Optional)
Support: Type/
Wood Deck
(Design ofsupport and its attachment tosupport framing isoutside the scope of
this evaluation.)
Description:
0 15/32" or greater plywood'
0 or Wood plank(rnin. specific gravity ofO.42)
Slope: Minimum dope shall be in compliance with FB[ Chapter 15 Section 1507.4.2'
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
�
Design Uplift Pressure (ASD): Refer toTable A
(Refer to"Table A" attachment details herein)
Date: 6/27/15
R
Page 3 of 7
C4x*0C5"*tJ structu'all Engirlempring CBUCK,Inc.Certificate of Authorization#8064
Performance The product described herein has demonstrated compliance with:
Standards; * ULSSO-06—Test for Uplift Resistance of Roof Assemblies
• @L1897-04—Wohift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein has demonstrated compliance with Florida
Building Code 5th Edition /2O14\'Section 1SO4.3.Z.
Evaluation Report This product evaluation is limited to compliance with the structural
Scope: requirements of the Florida Building Code, as related to the scope section to
Florida Product Approval Rule 61G2D'].001.
Limitations and ~ Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use: This evaluation report for"Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 61520'3.005. 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 inthe 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 ufothers.
• Design ofsupport system isoutside the scope ofthis report.
• Fire Classification isoutside the scope of Rule 61G20'3, and is therefore not
included inthis evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & RrovvardCounties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building [ode and Rule 61G20'3.005 (3) for
manufacturing under o quality assurance program audited by an approved
quality assurance entity through Keystone Certifications, Inc. (FBC Organization
|D#QUA 1824).
Date: 6/27/15
CE3UCK Engineering Report No.: R
S436acks"'Li StructLwal Enc2lnek=r1nCj CBUCK,Inc.Certificate of Authorization 80=64
Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 gauge (min]
Panel Widths: 24^ (max.) Coverage
Rib Height: S/O"
Yield Strength: 40ksi min.
Corrosion Resistance: Per F8CSection 15O7.4.3
Fastener:
FASTENER UsedforAttachment Method 2
Type: Hex Washer Head Wood Screw
Size: #9« 1-1/2" (min.)
Corrosion Resistance: Per F8CSection 15O6.6and 15U7.4.4
Standard: Per ANSI/ASME B1D.6.1
fA/ST]]VEB[l Used/brAttachment Method 28>3
Type: Hex Washer Head Wood Screw
Size: #10x 1-1/2" (min.)
Corrosion Resistance: Per F8CSection 15O6.6and 15O7.4.4
Standard: Per ANSI/ASME 818.6.1
Commpomentu&A8ater|a|s/ 0n6aHaymment:
(by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(|bs/ft^)min.
OrCompressive Strength: 20 psi min.
Insulation Notes:
m Rigid Insulation shall meet minimum density ORcompressive strength.
* Insulation shall comply with FB[ Section 1508. When insulation is
incorporated, fastener length shall conform to penetrate thru bottom of
support a nnininnurn of 3/16".
^
Date: 6/27/15
CBUCK Enginemering Report No.: R
SPGK=lC5"-tj Stru=ti—ral &X1Qlr*k=rlrX;j CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to"TABLE A°below and drawings atthe end ufthis evaluation reporL)
° Fastener Spacing: Refer tm"TABLE A"Below
(attached tothe tops of the V's for u total of screws across the width of the
panel.)
m Row Spacing: Refer to"TABLE A°Below
(along the length ofthe panel)
• Minimum fastener penetration thrubottom ofsupport,3/16".
m For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3:
Design Pressure(ASD)*: -86 PSF 93.5 IPSF 101 IPSF
Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c.
Fastener Size: #9 #10 #10
Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable code sections ofF8C5th Edition
(2014). The installation method described herein is in accordance with the
scope of this evaluation report. Refer to manufacturer's installation instructions
asasupplemental guide for attachment.
Referenced Data: 1. UL 580-06 &UL1O97'U4—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(F8[Organization#T8TID:1S27)
Report No.: D5893.01-450-18' Date: OS/O2/l4
2. TAS 12S—Uplift Test
By Architectural Testing, Inc. -West Palm Beach, FL
(FBCOrganization#T6TID: 1S27)
Report No.: D5893.02-450-18, Date: 07/22/14
3. Quality Assurance
Keystone Certifications, Inc. (F8COrganization |D#QUA 1O24)
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification ofIndependence
8yJames LBuckner, P.E. @ [BU[KEngineering
(FQCOrganization#ANE 1916)
FL#: FL 17022.1 R2
Date: 6/27/15
RepoN C E #C� ne r Page rt No.: 6 of 76-5V-S6W-ER
spe-- ico Lj strL)c:ft fc5I Engin2+ertnq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck
Drawings
24"Maximum Net Coverage
5/8 11
Panel Profile
NomM 12'at Nomimei 12'as
NO x 1412" Nin. or #10 x f-iff Min.pwIltble'wk
Hoot V%Ow Hand Screw
Pund oua* 12'oa g==tta Panal Wdlh
RoWto Table W lbr Spade gA n Pw*LenAth
7777 Deck
- 1fiW or Graeber Plywood.cr
- Wwd Pb*
Typical Assembly Profile View
(Typical Fastening Pattern Across Width - Interior)
FL#: FL 17022.1 R2
Date: 6/27/15
Repo`�*�° '°' E Pagert No.:7 of 76-5V-S6W-ER
Spec cwti StrLP=ft rcai engine=ering CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, I.I.C.
5-V Crimp (26 gauge Steel) Roof Panel attached to Wood Deck
Fasteners-
#9 x 1-1/2"Min. or
#10 x 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
=Q.
m
10
Deck:
-15132"or greater Plywood,or
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3:
Design Pressure(ASD)*: -86 PSF -93.S PSF -101 PSF
Row Spacing: 16"o.c. 16"o.c. 8" o.c.
Fastener Spacing(across panel width): 12"o.c. 12" o.c. 12"o.c.
Fastener Size: #9 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of
2 to 1.