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Product Approval
USER:Publie User.
Product AppmGat Pienp>Prnducr orAonhretlon Search>PobGcatiarl@istApplieation'Ootail RECEIVED
MONT
FL1767&R2 DEC 9
Application Type Revision 2016
Code.Wrsion 2014-
Application Status- Approved PERMITTING
St. Lucie County, FL
Comments
.Archived
Product Manufacturer Drexel Metals,Inc:
Address/Phone/Email 204 Railroad Drive
Ivyland;PA 18974
(502)303-1511:
jshu mate@d Fexmet:com
Authorized Signature Jason Shumate
jshumate@drexmet Com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional_Engineer
71 Evaluation Report-HardcopyReceived
Florida Engineer or Architect Name who developed Zachary R.Priest'
the.Evaluation.Report
Florida License P&'74021
Quality Assurance Entity Architectural Testing;Inc.
Quality Assurance Contract-Expiration Date 12/31/2018
ValidatedBy Locke Bowden
12 Validation Checklist-'Hardcopy Received
Certificate ofIndependence FLI7678 R2 CCII DRi{S 0(1.2 201'4 FBC Evaivatton Renbrt IdonHVHZ
_ _ finaF.odf
Referenced Standard'and Year,(of Standard) Standard Yeas
TAS 125 2003
UL 580 2006
UL1897 2004:
Equivalence.of Product Standards
Certified By
:Sections ftm`:ahe-Code
Product Approval Method_ Method 1 Option`D
Date Submitted 04/15/2016
Date Validated 04/15/2016
Date Pending FBC Approval 04/18/2016
Date Approved '06/08/2016
Summa" of-Products;
FL# Model,Number or Name Description
17678.1 Drexel Metal Roofing Systems DMC 100N5,DMC 150SL,DMC i50SS,DMC 1755,DMC
200S,'DMC 450&DMC 5V,
Limits of Use Installatien'Instructions
.Approved for use in HVHZ:No FL17678 R2.II DRX15001.2`2014 FBC.Evaltiation Report
Approved for use outside HVHZ:Yes NdnHVI-lZ-final.pdf
Impact Resistant:-N/A Verified By:Zachary R.'Priest PE-74021
Design,Pressure:+0/-180 Created by Independent Third Party:Yes
Other:See evaluation report.for.limits of use Evaluation Reports
FL17678-R2 'AE DRX15001:2 2014 FBC Evaluafdn Report
NOnHVHZ-final.Odf
Created by Independent'Third Party:Yes
Back _Next
Contact Us::2601 Slair Stone.Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2607-2013-State of Florida.::privacy Statement::pceessibihTv Statement::RefundStatement -
Under Florida law,email addresses are public:records.If you do not want your a-mail addiess released in response to a public-records request,do not send electronic
mall to thB,entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuantto Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emalls provided maybe-usedforofhciafcommunication with:thelicensee.Howeveremail addresses are public record.,If you do not wish to supply personal address,
'please provide the Department with an eioall address Which can be made available to the`public:To determine ILyoo-are a licensee under Chapter 455,F.S.,please
click here. .. .
Product Approval Accepts:,.
Cho
Credit Card .
Safe
Certificate of Authorization.No.29824
17520 Edinburgh Dr
CR -..m*0"4K
Tampa,FL 33647
rECHrJ1C,-A :;SEERVICES, LL (813)480-3421
EVALUATION REPORT FLORIDA BUILDING:CODE r EDITION(2614)
Manufacturer: DREXEL METALS,INC. Issued Ap#112,2016
1234 Gardiner Lane-
Louisville,KY
aneLouisville,:KY 40213
(502)716-7143
wwwdrexmet.Com
Manufacturing: Drexel Metals Association of Regional Manufacturers(DM-ARM)
Quality:Assurance: Architectural Testing,Inc.(QUA1844)
SCOPE
Category: Roofing
Subcategory: ;Metal Roofing
Code Sections: 1,504.3.2
Properties: Wind Resistance
REFERENCES
Enti Report No: Standard Year
Architectural Testing(TST1558) 56840.02-.12218 TAS 100 1995
Architectural Testing(TST1558) 58389.01-122-44 UL 586 2006
Architectural Testing(TST1558) 58459.01-122-44 UL 580 2006
Architectural Testing(TST1558) 58461.01 -122-44 TAS 125 2003
Architectural Testing(TST1558) 82776.01-109-44: UL 580 2006
Architectural Testing('fST1558) 82776.01-109-44 'UL 1897 2004
Architectural Testing(TST1558) 82784.0'1-109-44 UL 580 2006
Architectural Testing(TST1558) 82784.01-10944 UL 1897 2004
Architectural;Testing(TST7558) 83296:01-10944 UL 580 2006
Architectural Testing(TST1558) 83296:01-109-44- UL,1897 2004
Force Engineering&Testing(TST5328) 178-0054T-12 UL 580 2006
Force Engineering&Testing;(CST5328) 178-0054T-12 UL-1897 2004
Force Engineering:&Testing(TST5328): 178-005571 12 UL.580 2006
Force Engineering&Testing(TST5328) 178-005517-12 [7L.1897 2004
Hurricane Test Laboratory(TST1527) 0287-0209-07 TAS 125 : 2003
Hurricane Test Laboratory(fST1627) 0287-0308-07 TAS 125 2003
Hurricane:Test Laboratory(TST1527) 0287-0311=07 TAS 125 2003
Hurricane'rest Laboratory(TST1527) 0287-0313-07 TAS 125 2003
Hurricane Test:Laboratory(TST1527) 0287-0512-07 TAS 125 2003
Hurricane Test Laboratory(TST1527). 0287-070647 TAS 125 2003
PRI Construction Materials Technologies(TST5878) AKZC-001-02=01/05 ASTM"B 117 2002
PRI onstruction Materials Technologies(TST5878) AKZC-001=02-01105- TAS110 2000
PRI Construction Materials,Technologies(TST5878) AKZC-003-02-01/02ASTM B 917 2002
PRI Construction Material sTechnologies(TST5878) AKZG-003-02-01/02• TAS 110 2000
PRI Construction Materials'Technologies,(TST5878) AKZC-003=02-03/04: ASTM G 26 1996
PRI Construction Materials Technologies"(TST5878) AKZC-003=02=03/04 TAS 110 2000
PRI Construction Materials Technologies(TST5878) DMC.004-02-01 TAS 125 2003
PRI Construction Materials Technotogies(TST5878) DMC-005-02-01 TAS 125 2003
PRI Construction Materials Technologies(TST.5878) DMC-006-02-01 TAS 125 2003
PRI Construction Materials Technologies(TST5878) DMC=007-02-01 TAS 100. 1995
PRI Construction Materials Technologies(TST5878) DMC;008-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) DMC-009=02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) DMC-014-02-01 TAS-125 2003
PRI Construction Materials Technologies(TST.5878) DMC-016-02-01 TAS 100 1995
PRI Constriction Materials'Technologies(TST5878) DMC-017-02-01 Rev 1 UL 1897 2004
PRI Construction Materials Technologies.(TST5878) DMC-017-02-01 Rev 1. UL 580, 2606
PRI Construction Materials Technologies(TST5878) DMC-018-02-01 UL 1897 2004
PRI Construction Materials Technologies(TST5878) DMC-018-02-01 UL 580 2006
.DRX150012. FL17678-R2 . Page 1 of-5
This evaluation report is,provided for State of`Flodda product approval under Rule 61G20-3. The manufacturer shall itotifyGREEK-
Technical Services;LLC of any product changes or quality assurance,changes throughout the duration for which this teporC is valid.
This evaluation report does not express nor imply Hiarranty.1ristallation;recommended use,or other<product attributes-that are not
specifically addressed herein.
�' ' DREXEL METALS,INC.
Metal Roofing
TEcHNtCAs_SErzvt%E5,LLC
DMC 175S Profile: 1.75 in,snap lock seam;Max. 18 in.coverage
Description: ! Non-structural,snap lock standing seam roof panel
Material: r Min.0.032 in.TRINAR®or CERAM-ASTARO coated ASTM 8209 aluminum;.Fy=
min.16 ksi; Shall conform with FBC Section 1507.4.3
i Min.0.040-inch TRINARO or CERAM-A-STARO coated ASTM B209 aluminum(Fy
I ( =min.20 ksi); Shall conform with FBC Section 1507.4:3
Min.24 ga.TRINAR®or CERAM-A-STAR®coated ASTM A792 AZ50,or
t , ASTM:A653 G90ASTM A792 or ASTM A653;Fy=min.50 ksi; Shall conform with
FBG Section 1507.4.3
1 a'
DMC 2006 Profile: 2 in.mechanical seam;.Max.16 in.coverage
Description: l Non-stnictural,mechanical lock standing seam roof panel
1• Material: Min.0:040 in.TRINAR®or..CERAM-A-STAR®coated ASTM B209 aluminum;Fy=
min.20 ksi; Shall conform with FBC Section 1507.4.3
Min.24 ga.TRINAR®or CERAM-A-STARO coated ASTM A792 AZ50,or
ASTM A653 G90ASTM A792 or ASTM A653-,.Fy=min.50 ksi; Shall conform with
FBC:Section 1507.4.3
{
I I
! I
I iZ" T 2° 2"
1
DMC 450 Profile: 1.5.in..snap lock seam;Max.16 in.coverage
Description: i Non-structural;snap lock.standing seam roof panel with concealed clip
Material; Min.24 ga.ASTM A792 or ASTM A653; Fy=min'.50 ksi; Shall conform With FBC
} Section 1507.4.3
f i
i
1-z
I
i
— 16"
t
t
DRX15001.2 FL17678-R2 Page 3 of 5
This evaluation report is provided;for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the durationnfor which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended,use,or other product attributes that are not
specifically addressed herein.
DREXEL METALS;INC.
CREEK Metal Roofing
�Ct-II�tIC,4L.S�Rt�ol�,.L,t:
Entity Report-No: Standard Year
PRVConstruction Materials Technologies(rST5878) DMC-024-02-01 UL 1897 :2004
PRI C6nstmiction'Materials-Technologi.es.(TST5878) DMC-024-02-01 UL-580 2006
PRI Constriction Materials Technologies(TST5878) DMC-033-02-01.1 UL 1897 2004
PRI 06nstru6ti6n:MateiialsTedhh6logies(TST5878) DMC-033-02-01.1 l9L 580 2006
PRODUCT DESCRIPTION
DMC 10oNS Profile: 11 in.snap lock`seam;Max.16 in.zoverage
Description: l Non-structural,snap lockstanding sear--,of:panel tyith'integraF perorated nail
I strip:
l Materials Min_24 ga:TRI,NAR®`orCERAM A-STAR®coated ASTM AZ50;or
ASTM A653 G90,Fy.=min.50:ksr, Shall conformwith FBC Section 1507:4.3
f
DMC 150SL. ; Profile:; '1.5.in,snap lock searrt;Max.16 in.coverage;
1 _Description-, I Non-structuraLsnap lock standing seamoof panel
Material:. i Min.24'.ga.TRINAR®or CERAM-A-STAR®'coated'ASTM A792 AZ50,;or
i . f:ASTM A653 G90;F,,,=min:50`ksi; Shall conform with FBC.Section 1507;4..3
l;
7a'
_C
DMC 1508S Profile: 1.5 in:,mechanical seam;Max.16 in..coverage
1 Description: .I Non-structural,mechanical lock standing seam roof.panel
1 Material:, 1 Min.0.032 in.,TRINAR®or_CERAM-A-STARO coatedASTM B209 aluminum;FY=
{ min.16'.ksi; Shall conform with-FBC Section,1507.4.3
r j Min.24 ga.TRINAR®ot CERAM-A-STAR®coated ASTM A792 AZ5Q or=
1 . ,I;-ASTM A653.G90;Fy=;min.50 ksi; Shall',conform with FBC Section 1507.4.3
I
r
1 2� ^ r
l
I
• l
i
I T
DRX15001.2 FI-17678A2. Page 2 of 5
This evaluation report is provided for State of Florida.product approval under Rule;61 G20.3. The manufacturer shall notify GREEK
TechnicaGSenrices;,LLC of any product changes or.quality'assurance changes throughout the duration for which this report is valid.
This evaluation report does,not express nor imply warranty,installaucin recommended use„or other;product attributes;that-are riot
specifically addressed herein.
]REXL METALS,.ICREEK Metal Roofing
• TECHNICAL SEIRVICES.I_l,C
DMC 5V Profile: 318 in.ribs;24 in.coverage
Description: } Non-stnictural,t}irotighfastened roof panel _.
Material; Min.26 ga.TRINAR®or CERAM-A-STAR®coated ASTM A792 or ASTM A653
090;.Fy=min.,50'ksi; Shall conform with FBC Section 1507.4.3
-- =2,V Coverage
____
iiii ? tis�`,:�.. � _ -- - !'`� ..�.-.�._....-'-...-- ,_{'`✓'�-3
I
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. This report is not use in-the WHZ.
3. The roof-deck and the roof deck attachrn&it shall..be designed by others to meet.the minimum design loads
established for components and cladding and in accordance with FBC requirements.
4. Roof.slope shall..be in accordance:.with FBC'Section'1507A.2.
5. Reroofing shall bean accordance with FBC Section 1510.
6. Installation of the evaluated products shall comply with this-report, the FBC and the manufacturer's
published application instructions. Where discrepancies exist;between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
7. All products listed in this report.shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
DRX15601.2 FL17678-R2 Page 4 of 5
This evaluation report is provided for State of Florida product approval under Rule'61 G20-3.. The manufacturer shall'notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use;or other product attributes that are not
specifically addressed herein.
CREEK DREXEL METALS,INC.
Metal Roofing
Tr=cHNICAL SF_PVjCl;S,LLC
COMPLIANCE STATEMENT'
The products evaluated herein by Zachary R. Priest; P.E..`have demonstrated compliance-with the Florida Building
Code 5t'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
�P •N pR�'° 2016.04.12
No 74021 /2 10.41 .53
ow.y.e..wam:.w..... .
-04'001
:-53STATE OF �
�'�•�'�4 O P' t Priest,P.E.
�1F`�i• OR XD C� e Florida Registration No.74021
,1,..i-ON ALE ``� Organization No.ANE9641
s/oillllti %
CERTIFICATION OFINDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a_financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,.operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R.Priest,P.-E.does not have,nor will acquire,a financial.interest In any company manufacturing or distributing products
under this evaluation..
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the.approval process of the
product.
APPENDICES
1) APPENDIX A—Installation(10 pages)
2) APPENDIX.B—Approved Roof Systems(7 pages).
3) APPENDIX C—Design Wind Loads(4 pages)
DRX15001.2 FL17678-R2 Page 5 of 5
This evaluation report,is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify'CREEK
Technical Services,LLC of:any product changes or quality assurance changes,throughout the duration for which-this report:is'valid.
This evaluation report.does-not express nor imply warranty,installation,recommended use,or other product attributes thatarenot
specifically addressed herein..
DREXEL METALS,INC..
CFZEEKMetal Roofing
TECHNICAL SERVICES,I.:.tLC APPENDIX A
INSTALLATION
Note-Refer to.the APPRoyeo ROOF SYSfl'MS SeGtiOn of this report for specific installation details of a selected system.
Unless otherwise specified,in this report the folloWrig installation details shall be metfor the named products:
Component Product Installation-Detail
#9-15 HWH wood screw
with sealing washer
#10-14 HWH wood screw Shall penetrate through the sheathing a minimum 318 in. Must be corrosion
with sealing washer resistant in accordance.with FBC section 1507.4.4.
Fasteners #10-13 PH wood screw
##10-16 DP3 PH self-
drilling screw Shall penetrate through the top rib of the steel deck a.minimum 314 in.•Must be
414-13 DPI PH self corrosion resistant in accordance with FBC section 1507.4.4..
drilling screw
Bearing Plates. 18 ga.Bearing Plate $n
o a \
yy ..
24 ga.In-seam clip
DMC 150SL Clip
L.1
Clips 24-ga.SS in-seam clip
7 zn
24 ga..DMC 15OSS Clip 3n T_ 0 1a"
a
o -r
3n Z,
4
DRX15001.2 FL17678-R2 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule.614320-3.-The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report'does not express nor imply warranty,installation,recommendeduse,orother,product athi.butes`that are not
specifically addressed herein.
f
�- DREXEL METALS,INC.
'��:• E � Metal Roofing
TECHNICAL SERVICES,-LUC_
APPENDIX A
Component Product Installation-Retail:
18ga.base;22 ga.butterfly in-seam clip;120 in. ength;top slider 12 in,o.c.
DMC 2009 Continuous
Butterfly Clip
-24 ga.in-seam clip
DMC 450 Clip
o ®�
Book 70-05A
Sealants Shall.be applied in continuous beads along,the seam
Bostik Chem-Calk 915
Fastening :Details
Nomenclature. Attachment,
DMC I OONS IN
DMC 10ONSStandard
BOSTIK-7.0-081.(2 e 3/16" BEADS)
a
DMC 100NS Enhanced 10 - 13H
Dk1500t2 FL17678=112 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shalt notify CREEK
Technical Services,LLC.of any product changes:or quality assurance changes throughout the duration for which this report is:valid_
This evaluatiion.report does n'ot express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein_
MCREEK
DREXELMETALS,INC.
Metal Roofing
TECHNICAL SERvicr_.si L;L.0 APPENDIX B
APPROVED ROOESYSTEMS
The following;nates:shall be observed when using the assembiy.tables below-
1.
elow_1. Maximum Design Pressures(MDP)were calculated using a 2:l margin of safety per FBC Section 1504.9.
2. Refer to LriirmioNs and sections of this evaluation;when using the table(s)below.
3. Refer to INSTALLATION section,of this_report for installation detail when the information is not explicitly stated for the selectedassembly_
4. The on-center(o:c.)spacing given is the maximum.allowable attachment spacing for the rated system.
5. Steel Deck shall be designed by others in accordance`with FBC requirements and shall be knitmum 22 gat(F,:=min.33 ksi)Wide Rib Deck(Type WR)
conforming to ANSUSDI-RD1.0'&FBC.
6. Wood Deck shall be'designed by others in accordance with FBC requirements and shall be minimum 15/32-inch-thick APA Span-Rated plywood
sheathing at maximum 24-inti span.
Roof System Numbers,and Definitions,,
1DONS-W I DMC.100NS over Wood Deck(Now orF-)dsting) .
i4llgt y@_ DMC 150SL over Wood Deck New or F)dstin)
150SS-8X DMC:150SS over Steel Deck'.New or Existin - - "
150 5-W DMC 15OSS over.Wood Deck New or Existin
175$Sii DMC.175S over Steel Deck(New orUstin
1755-W# DMC 175S.over Wood Deck new or Erdstin
`200S-SN DMC 20DS over Steel:Derk New.or Fyistin
2,g $_A'9 DMC 20DS over Wood Deck-New or Odstin
450 Wtt DMC 450 over Wood Deck.New or Ebstin
PV_VM I DMC 5V.over Wood Deck New orExistin
ORX150012 FL17678-R2 Page 1 of-7
Thisevaluationreportis provided for State�of Rorida.product approval undefRule 61G20-3..The manufacturer shall notify CREEK Technical SwAces.LLC of any product dranges or
qu.riv assunince changes throughout the duration for which this report is valid This evaluation report does not eVress norimply warranty,installation,recommended use,or other'
product attributes that are not specifically addressed herein.
C.
.2 ' :C DRE7CirL Metal Roofing fing
,�{ Metal Roofing
TECHNICAL SERVICES,LLC APPENDIX B
Approved Systems,for DMC 104NS.dver,Wood DecR{Nevr or Existtng}< .;:
System Deck. :File Barrier- Underiayment Roof Panel. Panel Attachment
MDP
No. (Psf)
tOeN$Wt
Min.15132 OPTIONAL As required per 24 go.OMG ICONS DMC.70DNS Standard attachment with fasteners y7
CDX plywood Versashield Solo FBC Max164nch wide spaced 10.5 In.o.a
Min.15132 OPTIONAL As required per 24 ga-DMC 100NS DMC ICONS Standard attachment with fasteners 420
1bONS•W2 CDX plywaod Verses hield Solo, FBC Max:ie4richmide spaced 5,25 in.o o
ICONS-W3 Min.15132 OPTIONAL As required per. 24 ga.DMC ICONS DMG ICONS Enhanced attachment with fasteners 435
COX filywood Versashield Salo FBC Max 16 inch wide spaced 525 in.a a
Apprayed Systems for DMC 150SL over Woad;Dock jNew'ar Exlstdng}
System Dock Fire Barrier, Undedayment Roof Panel Panel Attachment MDP
No. (P q'-.
150SL-W1 Min.15132 OPTIONAL As required per 24.ga:DMC ISOSL DMC ISOSL Standard attacMnent with.clips -52.5
COX plywood Vemashield Solo FBC Max:164nch wide spaced Is in.ox.
Araved S ems for DMC 150SS over Steel Deck(New or Exlstin
System peck Fre Bariter insulation Undeilayment Roof.Pariell 'Pane!Attaetlment. MDP
No. (PSO
'Min.22 ga. Min.1 in,Approved 24.ga..DMC,ISOSS DMC 15OSS414Bciffedlyattachmentwrth
I56SS-SI Type B, As required polyi-wanunr to As required per 1`80 Max-16•inch wide clips spaced 36 in.o:a -41.7
Grade 00 Steel insulation board
Min.22 go, Min.1 in.Approved Approved ASTM D 24 ga.DMC 150SS DMC 1SOSS#14 Fixed-90 attachment
150SSS2 Type B, As required potyrsocyyanurate 1970 undedayment Max.f 64nch w de with clips spaced 16 in.o.c. 71
Grade 80 Steel insulation board
Min.22 ga. Min.1 in.Approved 24ga.OMP1 156SS DMC 15oss#148utferftyaitacfimentw_ah _92.4
150SSS3 Type B, As required polyisocyanurate As required per FBC �16-inch wide clips spaced 24 In.a.c.
Grade 80 Stee! insulation board
DRX15001.2 FL17676-112 Page 2 at 7
This evaluation report is provided for state of Florida product approval under Rule 61 G20-3.The manufacturer shall notify,CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout.the,duration for which this report'is valla. Thk evaluation report does not-express nor impty ,warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
DREXEL METALS,INC.
CREEK Metal Roofing
TECHNICAL SER VICES.1_1-C.
APPENDIX C
DESIGN WIND LOADS
The following table_s providedesign wind loads for components and cladding in accordance with Section:1609of the'.FBC and ASCE 7-10 under the following
provisions:
1. For Hip roofs between 2:12 and 5.6:12;Zone 3 shall be treated as Zone 2.
2. Wind speeds for risk category 1,Il,,III,and IV buildings shall.be as defined in Section 1609 of the FBC.
3. Exposure 6,C,and D shall..be as.defined in section 1609 of the FBC.
4. Design wind load provided only.forgable/hip roofs with roof slopes between 2:12 and 6.1:12
5. All calculations are based on an effective wind area of 10-fe or less.
6. Topographic factors such as escarpments or hills have been excluded from the analysis
7_ Overhangs have been excluded from the analysis.
B. Wind directionality factor,Kd:=0.85
9. Vmr is.shown in the tables below.Design wind loads are calculated using'Va,d=V drd0.6 per 1609.3.1.
10. Projects with mean roof heights than 60-ft shall be evaluated by a licensed design professional
11. Zones 1;2;and 3 shall be defined as shown below: Dimension V shall be 10%of the least horizontal dimension or(0.4 x Mean Roof Height),whichever
Is.smaller,but not less than either 4%of the least horizontal,dimension-or'3ft
Gable Hip \
a
a
-3 '2 31 1 a 2 a
2 1 2 2 1 2.
3, 2 3 a .. 2 a
lal Ialal - .a Ial—
DRX15001.2 FL17678-R2 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61(320=3.The_manufacturer shallnotify_CREEK Technical Services;LLC of any product changes or
9rod�t attributes that not s lthe duration for-which this report is valid.This evaluation report does'not express nor imply warranty,Installation.'recommended use,or other
quality assurence�chan es throughout�
p p y addressed herein.
DREXELet2l o WC.
Metal Roofing
r TECHNICAL SERi1iCES�LLC
- APPENDIX C
Ga6Ie1Hi .Roofs in E>�osum 6 Roof slo bemreen,2:12 and 6.1112
5' �E
Basic Wind-S ed m`tone Roof 120 13� 5-19.3 .
0 150 160 5170 180 190. 200
Hei ht ft,.
20 -14.2 46.7 -222 =25.3 -28.5 32.0' -35.6 -39.5
25. -14.2 -16.7 3 - -22.2 -25.3 2A5 32.0 35.6 39.5
30 -14.2 -163 3 -222 -25.3 -28.5 -32,0 35.6 39.5
40' -15.4 -18.1 ,0 -24.1 -27.4 -31.0 -347 .38.7 -42.9.
50 -16:5 -19.3 4 -25.7 -292 33.0 -37.0 -41.2 -45.7
60 .-17.3 .-20.3 -23.5 -27.0 -30.7 -34.6 -36.8 -43.3 -47.9
20 -24.7 -29.0 -33.7 -38.7 -44.0 -49.7 -55.7 32,0 -68.7
25 -24.7 -29.0 -33.7 38.7 -44.0 -49.7 -55.7 -620 -68.7
Enclosed 2 30 =24.7 -29.0 33.7 38,7 44.0 -49.7 -55.7 -620 -68.7
40 -26.9 -31.5 -36.6:. -42.0 -47.8 . -53.9 -60.4.
37.3' 74.6.
50. -28.6 . -33:6 39.0 -44.7 -50.9 37,5 -64.4 -71.8. -79.5
66 -30.0 -35.3 -40.9 -46.9 53.4 -60.3 -67.6 -75.3 -83.5
20 -36,8 -42.9 -49.6 57.2 -65.0 73.4 -82.3 -91.7. -101.6
25 -36.6 -42.9 -19.8 -57.2 -;65.0 -73.4 -82.3 -91.7 -101.6
3m 30 36.6 ,429 -49.8 -572 -65.0 -73.4 -82,3 -91.7 -101.6
40 -39.7 -46.6 54.1 52.1 -70.6 779.7 -89A -99.6" -110.3
50 -42.3 -49.7 57.6- -66.2 -75.3 -85.0 -95.3 - -106.1-. 417.6
60 -44,4 52.1 -60.5 " -69.4 79.0 -89.2 -100.0 411.4 423.4
20 -19.1 -224 -26.0 -29.8" -33.9 38.3 -42.9 -47.8 53.0
25 .. -19.1 -22.4 x26.0: -29.8 -33.9: -35.3 -429 -47.8 -53.0
1 30 -19.1 -224 -26,0 -29.8 -33'9 -38.3 -42.9 -47.8 -53.0
40 -20.7 -24.3 -28.2 -32A -36.8 -41.6 -46.6 -51.9. -57.8
50 -22.1 -25.9 30.1 -34.5 39.3. -44.3 -49:7 -55:4 .61.3
60 -23.2 -27.2 -31.5 36.2 -41:2 46.5 52.1 58.1 . -64.4
20 -29.6 34,8 "40.3- "-46.3 -52-6 ,-59.4 76.6 -74.2 32.3
25 -29.6 34.8 40.3. 46.3 -526 59.4 -66.6 -74.2 -623
Partially 30 -29.6 34.8 40.3. -46.3 -52.6' -59.4 =66.6 -74.2 52,3 .
Enclosed 2 40 -322 -37.7 -438 50.2 -57.2. M 54.5 -72-3 -80.6 -89.3
50. .. -34.3. 40.2 46.6 .-53.5 -60.9 -68.8 -77:1 55.9 -952
60 .36.0 -42:2 48.9 56.2 -63.9 -72.2 -80.9 -90.1" -99.9
20 41.5 487 56.4 -64.8 -73.7 -83.2 - -93.3 -103.9 -1152
25 -41.5, 48.7 -56.4 =64.8 -73.7' -83.2 53.3 -103.9. -115.2
3 .30- -41.5 _ '=48.7 56.4 " -64.8 -73:7 43.2 -913 -103.9- -115.2
40 -45.0 52.8 51.3 -70.3 -80:0 -90.3 -101.3 412.8 -125.0
50 48.0 56.3 55.3' -75.0 85.3 96.3 707.9 -120.3 133.3
60 50.3 •59.1 -68.5- =78.7 -89.5' -101.0 113.3' ' -126.2 -139.8
DRX15001.2 FL17678-R2 Page 2 of 4
This,evaluation report is provided for State of Florida product approval under Rule 61G20-3.The manufacturer shall notify GREEK Technical Services LLC of any product changes or
quality assurancechanges throughout the.duration foirvwhich this report Is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
DREXEL METALS,INC.
CREEK Metal Roofing
J-TEcf-INICALStRvicEs';LLC"
APPENDIX.0
.:GablelHi Roots in' osure C` fslo between,2:12;and
Bdilding (vlean Basic Wind$' m fi
y
Type Zone Root 120 130 140 150 160-
Height170 180 _ 190;; 260
(ft),' _
20 -18.3 -21.4 =24.9 -28.6: 325 -36.7 :41.1 45.8" 50.8
25 19.1 . -- .. -224 -26.0. 29.8 33.9., 36.3, .::' 2.9 47:9 53.0 ."
1.: 30 -19.9 -23.4" -27.1 -31.1. -35:4` 39.9' -14.8 . 39.9. 55.3
.40 -21.1 -24:8 -28.7 -33.0 -37.5 -424 -47.5 529. 58.7
50 -221 -26.0 30.1' -34.6 =39.4 -44.4 •49.8' 55.5 -61.5
60 -22.9 -26.9 '. 31.2 -35.9. -40.8 . -46:1',. 51.6 . . 57;5 .. -63.7-
20 _ 318' -37.3 -43.3 -49.7 -56.6 '. -63.8" -71:6 79:8_ _ 38.4"
25 332 -39.0 45.2 A1.9 59.4 -66:7 -74.8 -83.3_ -923.
30 34.6 -40.7' 47.2_. : -54:1. -61.6 -69. " :- .9 --86.8 -962-
Ericlosed 3. 5 77
_
40 . .._ .. -36.6 -43,1 -'-50.0 '. ." -57.4 : -65.4:,. 73.6 _ '-827'. -922. _1021
50 .. -38.5 -45.2 -52.4 -60.2" .-68.5 •-77:3 46.7. -96.6_.; -107.0
60 -39.9 -46.9 54A -62.4 _ -71.0 -80.2 --89:9. -100.1 -111.0
20 47.0 =551 54.0 -73.5 -83.6 -94:4 -105.8 -117.9, -13D.7
25 -49.1. -57.7' 56.9' -76.8 :-87.3" -98.6 -110.5 -1232: -136.5'
3 30 -51.2' - -60.1 .:-69.7 ,. =80:0 ::-91:1 -102.8& -115.3 _-128.4 -1423' -
40 -54.4 -63.8 -74.0 -84.9 -96.6 -109.1 -1223 -136.3 -151:0
50 57.0 -66.9' -77.5 -89.0 -101.3 -114.3 r -128.2 -142:8. -158.3
60 -59.1 =69.3 .;80.4, -92.3 -105.0 -118:5 -132.9 -148.1 464.1
.. 20 :. -24.5. - .. -28.B- '33.4' ..: -38.3 - - 43.6:. -- - -49.2 _--55-2 -. .-61.5 -68.2,
25 -25.6 30.1 34.9 -40.0 -45-6. 51.4 -57.7 -642 -712
1 30 -28:7 _ X1.4 -36.4 -41.7 -47.5 -53.6 -60.1 =67.0 -74:2
40 28:4_ -33.3 38.6 -04.3 50.4 56.9 =63.8 =7171 -78.8
50 -29.7 -3449 `=40.5 -46.4 -52.8. -59.6 -66.9 -74.5 52.5
60 -30.8. 36.2 -41.9 -48.1 -54.8' -81.8 -69.3 -77.2 -85.6
20" -38.1 -14.7: -51.8 59.5 -67.7 -76.4' -85:7 =95.4:.. -105.8
25' .39.8 -46.7, -54.1'. -62.1: =70.7 79.8 -89.5 =99.7 -110.54
Partially 30 -41-5. 48.7 56.4 -64.8' =73.7 -832 -93.3 -103.9 -1152.
Enclosed 2 40 .-44.0 -51.6. 59.9 =68.7 782 -88.3 -99.0 -11D.3 -1222
50 46.1, 54.1 :62.8 720 =82A_ -92.5 -103.8 -115.6_IM
60 -47.8 -56:1: -65.1' -74.7 -85.0 =95.9 -107.6. 119.8:20 53.3 -626 72:6 -83.3 -94.8 -107.0 -119.9 -133.6 25 -55.7 -65.3 -75.8 -87.0 .-99.0 411.7 125.3 -139.6 30 -58.0 -68.1. -79.0- -90.7' -103.2 116.5 -130:6 -145.540 -61.6" -72.38 -96.2. .-109.5. -123.6, --138.6 -154.4`50 -64.6 -75.8 87.9 1009 -114.8 -129.fi 145.2 -161.860 56.9 -78:5 91.1 -1046 119A`" 134.3 -150.6 -167.8
DRX15001.2 FL17fi78-R2 Pape 3of.4
This evaluation report is provided for State of Florida product approval under Rule 6iG203.The maiuifacturershall notify CREEK Technical Services,LLC of any product changes or
quality assurance.changes ttuoughnutthe duration for which this_report.isvalid. This evaluationreport does not_express nor imply warranty,installation,recommended use,or other
pmdueCattnbules'that.are not spedficaltyaddressed.herein. - - -
_ DREXEL METALS,INC.
CREEKMetal Roofing
TECiyt3ICACL SERVicirs,LLC,
APPENDIX C
•. _i.." •Ga1NemRoot iriE>posuiebWof'slope betweeii 2:12 and,13:1:12)'--
ean,VF Best C WMdSlie6d m h
.Type Zone Root 120 190 140 150 160'- 170 180 . 190;; 200
HeI t ft `
20 -21.9 -25.7 -29.9 -34.3 -39.0 _ -44.0 -49.3 55.0. -60.9
25 -22.7 -26.7 -31.0 .35.5 -40.4 - -45.6 -51.2 -57.0 . -63.2
30 -23.6 -27.6 -32.1 -36.8 -41.9 -47.3 -53.0 -59.1 -65.4
40 -24.8 .-29.1 - J37 .58.7 44.0 197 -55.7 -621 -68.8
50 -25:8 36.3 .. 55.1 .40.3 .45.9. -51.8 -58.0 -64.6 -71.6
60 -26.6 31;2. 362 -41.6 _137.3. 53.4 -59.9 -66.7_ . -73.9
20 -38.2 44:8 520 59.7 -67.9 -76.6 -85.9 - -95.7 - -106.0
25 39.6 .46.5 53.9 -61.9 -70.4 -79:5 -89-1 -99.2 -110:0
Enclosed 2 - 30. -41.0 -48.1 -55.8 54:1 -729 -82.3 _ -923. -1028 -113.9
40 -43.1 -50.6 5&7 -67.4 - -76.7 -86:5. -97.0 -108.1 -119.8
50 -44.9 -52.7 -61.1 -70.1 -79.8 -90.1 -101.0 -112.5 -124.7
60 -46.3 -54;3 -63.0 -72.4 -82.3 -929 ,104.2 -116.1 -128.6
20 -56.5. -66.3. -76.8 =88.2 -100.4 -113.3 -127.0 -141.5 -156:8
25 -56.5 -68.7 -79.7 -91.5 -104:1.. -117.5 -131.7 -146.8' =1626
3 30 -60.6 -71.2 -825 -94.7 -107.8 -121.7 136.4 -152.0 468:4
40 -63.8 -74:8 -86.8 -99.6 -113.4 -128.0 -143.5 -159.9 477.1
50. - -66.4. 77.9: -90.4 .--103.7 .-118.0 -1332 -149.4 166.4 -184:4
60 -68.5_ -80.4 -93.2 -107.0 121:7 -137.4 -154.1 171:7 -190.2-
20 -29.4 34.6 -40.1 -46.0 -52.3 -59.1 -66.3 -73.8 L L -81.8
25 30.5 35:8 -41.6 -47.7 -54.3 51.3 -68.7 -76.6 -84.8
1 30 31.6 37.1 _ -43.0 -49.4 -56.2 -63.5 -712 79.3 -87.8
40. -33.3 •39:0 -45.3.. .52.0 -59:1" -66.8 =74.8 -83.4 L -924
50 34.6 41.1 -47.1 54.1 . -61.6 -69.5. -77.9 -86.8 -96.2
60 35.7 -41.9 -38.6 55.8 -63.5 71.7 -80:4 -89.5 -99.2
,20 -45.7 53.6 522 -71.4 -81.2 -91.7 -102.8 -114.5 -126.9
25, '47.4 55:6 54.6.. L -74.0 -842 -95:1 -106.8. -118.8 431.6
Partially 30. -49.1 -57,6. -66.8 . -76.7 =87.2. -98.5 -110.4 -123.0L --136.3'
Enclosed 2 40 =51.6 -60.6 -70.2 -80.6 -91.8 -103.6 -116.1 =129.4 -143.4
50 53.7 -63.1 -731 -83.9 -95.5 -107.8 -120:9 -1347 -1492
60 -55.4 -6&0. 76.4 -86.6 -98.5 114.2 -124.7 -1380 -153.9
20 -64:0 -75.1. -87.9 =99.9 -113.7 -128.4 143.9 -160;3. -1777
25 S6.3 -77.8 -90.3 403.6 -117.9 - -133.1 ..-1492L -166.3 184.3.
3 30 IA.
-93:5 -107.3 -122.1 -137.9 154.6 -172.2 -190.8.
40 -9&3 -1129 -128.5 -145.0 -162.6 -181.1. -200.7
SD 102.4 -117.5 133:7 151:0 1692 -186.6 -208.9
60 105.6 -121.2. -137.9 -155.7 -179.6 -194.5 2155
DRX150012 FL17678-R2 Page 4 of 4
This evaluation report iss-pnrvided for State of Florida product approval under Rule.61G20-3.The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report.does not a press nor imply warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
lit
BCIS Home Log In User Registration i .Hot Topics- Submit Surcharge i Stats&Facts Publications R(I Staff( BCIS Site Map Links Search-j
Moro
Product Approval
USER:Public User
product Approval Menu>Prtltluct or AonhcatidnSeardi.>Annlicatirmn:Gst>APP. hd
eatioDetail •R E C E I V E D
FL# FL16648-R3
Application Type Revision DEC 9 296
Code Version 2014
Application Status Approved PERMITTING
St.Lucie County, FL
Comments
Archived
Product Manufacturer TRI-BUILT_Roof ng Products
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN-4641 0
(201)842-2449'
david.ruiz@tribui ltmaterialsg roup.com
Authorized Signature David Ruiz
david.ruiz@ti�ibuiltm6terialsgroup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,NJ 07073
(201)842-2449
david.ruiz@Ltibuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underiayments
Compliance-Method Evaluation Report from a Florida Registered.Architect or,a Licensed
Florida Professional Engineer
Evaluation,Report-Hardcopy Received;
.Florida Engineer or Architect Name,who developed Robert Nieminen
the Evaluatioii Report.
Florida License PE-59166
Quality Assurance Entity UL LLC.
Quality Assurance Contract-Expiration Date 10/16/2017
Validated By )ohn W.Knezevich,;PE
Validation Checklist-Hardcopy:Received
Certificate of Independence FL16048 .113 COI 2015 01 COI Nieminen.odf
Referenced Standard and'Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval.Method Method 1 Option D
Date Submitted 10/08/20i5
Date Validated 10/19/2015
Date.Pending FBC Approval 10/22/2015
Date Approved 12/15/2015
Date_Revised 10/06/2016
Summary o€;Products
FL# Madel,Number or Name Description
16048.1 TRI-BUILT,Roof Underlayments Self-adhering,modified bitumen roof underlayments
Limits of Use- Installation Instructions.
Approved,for use in HVHZ:No FLIGp4'a R3 II 2015 14 FINAL ER TRI-
Approved.for use.outside HVHZ:Yes BUILT UNDERLAYiME" FL1604'3-R3 iidf
Impact Resistant:N/A Verified By:Robert Nieminen-PE-59166
Design Pressures+N/A/=45' Created by Independent Third Party:Yes
Other:1.)The design pressure noted herein pertains to.use Evaluation,Reports
of foam-on tile systems overtopthe self-adhering 16048 R i AE 7.015 10-FINAL ER'TRt
underlayment for one particular application.See ER Section BUILT NDFRLAYM S 1 g48- odf
5.6 for details..2,)Refer to ER Section 5 for other Limits of Created.by Independent Third Party:Yes
Use.
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Contact Us a 2-01 Blair Stone Road D ahassee F6-32399 Pliant:850-467-1a24
The State of Florida is anAA ItEo employer.CaPvrieht 20p7-2013 State of Florida ::Privacy Statement_::Accesibifity.5tatement::Refund Statement
Under Florida law;email addresses are public records:If you do,not want your e-ma0 address pleased-in response to a public-records request,do not send electronic.
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questionsplease contact 650.487.1355.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed:under Chapter 455.F.S.must provide the Department with an email address if they have one.The
emalls provided may be used for officlal cammunication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please pmvide the`Department with an email addresswhich.ran be made available to the public.To.determfne if you are a licensee under Chapter 455,F.S.,please'
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i
} EXTERIOR RESEARCH&DESIGN,I.I.C.
-` Certificate of Authorization#9503
1\1,4/TRIN' ITY'
RIM iITY' J�PD
35.3 CHRISTIAN STREET;UNIT#13
1\t 0 OXFORD,CT 06478
} PHONE:(203)262-9245
FAX:(203)'262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.1%U-R3:
Ciba TRi-BUILT Roofing Products 1116048-113
9050 Louisiana Street Date-of Issuance:iof25/2611
Merrillville,IN 46410 Revision 3. 10/o8/201S-
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 and Florida Building Cade, Residential Volume. The
products described herein.have been evaluated for compliance with'the Su' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE:This Evaluation Report is valid unti!_such.time as the named products)changes,the referenced
Quality Assurance documeritotion.ehanges,or provisions of the Code that relate,to.the'product change. Acceptance of
this Evaluation Report by the.ruined client constitutes agreement to notify Robert Nieminen,:P.E. if the product
changes,or the referenced Quality Assurance documentation changes. Trinity(ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVEIMSEMENV'The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of.the'Evaluation Report is displayedi then,it shall:be done in its entirety.
INSPECTION:Upon request,a copy of this entire'EvaluationReport shall'be'provided to the.user by the.manufacturer'or
its distributors and shall be available for inspection at the job site.atthe request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared.by:
fii'vl Szn' t3F, Luz
Robert.I.
Robert.I.M.Nieminen,P.E. Jr�S�, �1c�ft+ Thefacsimilesell appearing was authorized byRobert Nieminen,
1 di jL`+++ P.Q an 10/Gg/29M This does not serve as an eiectronicatiy+signed
Florida Registration N0.59166,Florida.DCA ANE198'3 daa,mem signed,sealed hardwiries have been transmazed to the
CERTIFICATION.OFlNDEPENDENCE: Product Approval Administrator and to the named diem
I. Trinity IERD 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.
I Trinity)ERD isnot owned,:operated or controlled by any cornopnymanufacturing 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,ate being issued.
4. Robert Nieminen,P.E.does riot have,not wilt acquire,a financial interest in.any other entity ir►volved in the approval"process of the
product.
S. This is'a building code evaluation. Neither Trinityl`ERD nor'Robert Nieminen,P.E.are,in any-way,the Designer of Record for any
prolect.an which this Evaluation Report,or previous versions thereof,tsirwas used forpermitting or design guidance unless retained
specifically for that purpose.
�l
TPUNITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category. Roofing
Sub-tategory: Underlayment
Compliance Statement: TRI=BUILT Roof Underlayments,as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing In accordance with the following Standards.
Complianc,6 is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein:
I STANDARDS:
Section Property Standard Year
1507-2A 1507.2.8,15.017.2.9.2i Physical Properties ASTM D1970 2009
1507,4,5.1,1507.5:3;:1507.7.3
1504.61 Ac-6elerated Weatherlhig ASTM G155 2005
1507.3.3 Installation Practice: FRsA/TRI April 2012,(04.12) 2012
1523.6.5.2:1 Physical Properties
TAS1103 1995
3. REFERENCES:
Entity Eitamination Reference Date
ERD(TST6049) Physical Properties S46S40.01.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.I1.13 11115/2013
ERD(TST6049) Physical Properties 540540.6114 03/26/2014
ERD(T5T6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S4470.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 0411p/2014
ERD(TST6049) Physical Properties
544870.04.14-4 04110/2014
ERD(TST6049) Physical Properties 543530.02.14-1-111 05/14/2014.
ERD(TST6049) Physical,Properties 543530.05.14 0512$/2014
ERD(TSUM) PhysiOl-Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties, SC7645.02.15 02/13/2615
ERD(TST6049) Accelerated Weatheriirig SC85,20.04.15 05/21/2015
UL,LL,C.(QUA9625) Quality Control Multiple-Listing.1116814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmatiori Exp.10/16/2017
4. PROD=DESCRIPTIOW
4.1 Self Adhering Underigyments:
4.1.1 Tri-Built Sand-R SA Shingle .Underlayment Is 'a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen rooflunderltiyment,with a 36-inch sheet Width.
4.1.2 Tel-Built S/A HT TU Underlayment is a self-adhering_
non-woven polyester fabric surfaced, SBS:modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth
nooth HT S/A.UnderlayMent is a self-adhering,glass-mat reinforced,-film-surfaced,SBS modified
bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is building code evaluation. Neither Trinity)ERD nor Robert Nierninen, P.E. are, in any way; the
Designee of Record for any.project on which this Evaluation Rep-orit, 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 Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product,
Exterior Research and Designi LLC. Evatuaftoii'Report-A429-60;10.12-R3
C-Tiftwt.of,4ath"dz'Won M03 FU6048-R3
Reylsion 3:10/08/2i3lS
Page 2 of 5
JTY I ERD
TR � �
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the productisspecifically
referenced within FBC approval.docurnents: If not listed,a request maybe made to the:AHJ for approval
based.on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the.underlayments are as follows:
TABLE 1 RoaF LAVER OPTIOWS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate_
Shingles- &Shingles
Tri-Built Sand-R SA.Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Yes Yes Yes Yes Yes
Underlayment See 5:5.1
Tri-Built Smooth HT 5/A Yes No No Yes Yes Yes
Underlayment
5.5:1 "Foam-On Tile" is limited_to use of the following.Approved tile adhesives unless tensile adhesion J long
term aging data from an.accredited testing laboratory is provided.
> Tri-Built S/A HT TU.Underlayment with 3M"°u 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow_
TileBond' Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 'Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB_; ASTM D41 primed structural
concrete.
While-not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming,
the deck if'the final roof cover is not slated for'ihstallation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self=
adhering underlayment.
5.6.2 BondAo-Insulation:
Tri-Built S/A HTTU Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings; insulation shall be attached per
minimum requirements of the prepared roof.covering manufacturer's Product,Ap prova 1. For installations.
under foam-on tile systems,insulation attachment shall be designed by a qualified design professional and
installed based on testing.dithe,insulation/underlayment system in accordance with FM 4474,Appendix D
or TAS 114,AppendixJ-
5.6.3 Bond to Mechanically Attached Base Layer:
➢ ASTM`D226,Type I or II felt.
For installations under mechanically;attached prepared,roof t coverings, base layer shall be attached per
minimum codified.requirements. For installations.underfoam-on tile systems,base layer shall be•attached
per minimum requirements'of FRSA/TRI April 2012(o4412).
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TRINITY l ER.
5.6.4 Wind Resistance for 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 the systems,where
the underlayment.forms part of the load-path. The following wind uplift limitations-apply to direct-deck
underlayment systems that are not 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 FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure='45.0 psf.
Deck: Min.15/32-inch plywood to meet project.requirements to satisfaction ofAHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built SIA HTTU Underlayment,self-adhered.
5.7. Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S_/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer.than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI,BUILT published installation
requirements 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 a:pp,lication,and prime the substrate(if applicable).
6..3 Tri-Built Sand-R SA•Shinele'Underlayment,.Tri-Built S/A HT'TU Underlayment or Tri-Built-Smooth HT 5/A
Underlayment:
6.33. Shall be installed in compliance with the requirements for ASTM D1970 underlayment.in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation-within 24 hours.
Apply sheet parallel to the roof edge. Roll but-approximately3.0ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to-the substrate and unroll the.remaining membrane as far as possible.
Once the:entire length of membrane is in place, peel-off the.releasefilm diagonally while holdingthe
membrane tight. Firmly roll.the membrane into place to:achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
'inches and staggered not less than 2-ft from vertical seams in the-course below. All over-granule end-laps
shall.be.sealed using either heat-welding or hot air welding techniques.
When installing at slopes. above 5:12, Allied Building-Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet_
over valley.,or-ridge. Drape and press sheet into place,working from the center of-the valley or ridge in,
each direction. For valleys,apply.the sheet starting at the,lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
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.
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'xT,,-, TRR1N1-rY'ERD
I. BUILDING.PERMIT REQUIREMENTS:
As required by the Building Official of Authority Having Jurisdiction in:order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the no.ted.QA agency for information on productd'ocations'covered'for F.A.C.Rule 9N-3 QA requirements.
9. QUAuTY ASSURANCE ENm:
UL,LLC—QUA9625;(314)578-3406;-k.chanceilor6.us.ui:com
-E.NDOF EVALUATION REPORT
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