HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFINGI
EVALUATION REPORT
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REFERENCES
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL33647
(813) 480-3421
FLORIDA BUILDING CODE, C EDITION (2017)
DREXEL METALS, INC. Issued April 19, 2018
1234 Gardiner Lane
Louisville, KY40213 NN �A �,VIA��
(502) 716-7143
wwwArexmetcom BY
Drexel Metals Association of Regional Manufacturers (DM -ARM) St Lucie County
Architectural Testing, Inc. (QUA1844)
Roofing
Metal Roofing
1504.3
Wind Resistance
Entice
Report No.
Standard
Year
Architectural Testing (TST1558)
66840,02-122-18
TAS 100
1995
Architectural Testing (TST1558)
58380.01-122-44
UL 680
2006
Architectural Testing (TST1558)
58459.01-12244
UL 580
2006
Architectural Testing (TST1558)
58461.01-122-44
TAS 125
2003
Architectural Testing (TST1558)
82776.61-109-44
UL 580
2006
UL 1897
2012
Architectural Testing (TST1558)
82184-01-109.44
UL 580
2006
UL 1897
2012
Architectural Testing (TST1558)
83296.01-109-44
UL 580
2006
UL1897
2012
Architectural Testing (TST1527)
H3245.01-450-18
TAS 125
2003
Architectural Testing (TST1527)
H9058.02-450-18
TAS 125
2003
Architectural Testing (TST1527)
1`19058.01-450-18
TAS 125
2003
Force Engineering & Testing (TST5328)
178-005417=12
UL 580
2006
UL 1897
2012
Force Engineering & Testing (TST5328)
178-0055T-12
UL 580
2006
UL1.897
2012
Hurricane Test Laboratory (TST1527)
0287-0209-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0308-07
TAS 126
2003
Hurricane Test Laboratory (TST1527)
0287-0311-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0313-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0512-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0706-07
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
VLS-005-02-01
ASTM B 117
2016
TAS 110
2000
PRI Construction Materials Technologies (TST5878)
VLS-004-02-01
ASTM G 155
2005a
TAS 110
2000
PRI Construction Materials Technologies (TST5878)
DMC-004-02-01
TAS 126
2003
PRI Construction Materials Technologies (TST5878)
DMC-005-02=01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMC-006-02-01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMC-007-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DIVIC-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=0i
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMC-0116-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-017-02-01 Rev 1
UL 680
2006
UL 1897
2012
DRX15001.5 FL17678-R5 Pagel 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
TECHNICAL SERVICES., LL C
E_ n& Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878) DMC-018-02-01
UL 580
2006
UL 1897
2012
PRI Construction Materials Technologies (TST5878) DMC-024-02-01
UL 580
2006
UL 1897
2012
PRI Construction Materials Technologies (TST5878) DMC-033-02-01.1
UL 580
2006'
UL 1897
2012
PRI Construction Materials Technologies (TST5878) DMC-037-02-01
UL 580
2006
UL1897
2012
PRI Construction Materials Technologies (TST5878) DMC-037-02-02
UL 580
2006
�
UL 1897
2012C
PRI Construction Materials Technologies (TST5878) DM038-02=0i
UL 580
2006
UL1897
2012
PR266UCT DESCRIPTION
-�� ----
DMC 100NS Profile: . snap -
Description: Non-structural, snap lock standing seam roof panel with integral perorated nail
strip
Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or
-- -
ASTM A653 G90; Fy = min 50 ksi; Shall conform with FBC Section 1507.4:3
l
a r—
DMC 150SL I Profile: 1.5 in: s seam- Ma in P
t_--—___.._____
Description: i Non-structural, snap lock standing seam roof panelA
Material: Min. 24 ga. Fluropon0 coated ASTM A792 AZ50, or
ASTM A663 G90; F•r = min. 50 ksi; Shall conform with FBC Section 1507.4.3
i
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DRX15001.5 FL17678-R5 Page 2 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.
I
i
DREXEL METALS, INC.
+ Metal Roofing
DMC 150SS I Profile: 1.5 in. mechanical seam; Max: 16 in. coverage
_.�._
Description Non-structural, mechanical lock standing seam roof panel__ _
Material Min. 0.032 m. Fluropon@) coated ASTM B209 aluminum; FY min. 16 ksi; Shall
j conform with FBC Section 1507.4.3
............
Min. 24 ga. FluroponCg) coated ASTM A792 AZ50, or
ASTM A653 G90; F — min. 50 ksi; Shall conform with FBC Section 1507.4.3
i
2.._31,._I_
DMC 175S Profile: 1.75 in. snap lock seam; Max. 18 in. coverage
I Description INon-structural, snap lock standing seam roof panel _
Material: Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall
conform with FBC Section 1501.4.3
_.,___._,e._.,........._...-......................_— ............. ..__..._..__�....__._...:._.:._._:-- _. — .......... ._...... _.
i Min. 0.040-inch Fluropon@s coated ASTM B209 aluminum (Fy =min. 20 ksi); Shall
conform with FBC Section 1507.4.3
Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or
ASTM A653 G90; Fy min. 50 ksi; Shall conform with FBC Section '1507.4.3
DMC 200S Profile: 2 in. mechanical seam; Max. 16 in. coverage
Description: Non-structural, mechanical lock standing seam roof panel
Material: Min. 0.040 in..Fluropon® coated ASTM B209 aluminum; Fy = min. 20 ksi; Shall
3 conform with FBC Section 1507.4:3
Min. 24 ga. Fluropon coated ASTM A792 AZ50, or
ASTM A653 G90; FY = min. 50 ksi; Shall conform with FBC Section 1507.4.3
�P ��" 0" •-t —
2� ... 2"
i
DRX15001.5 FL17678-R5 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 duration for v✓hich 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.
CREEKDREXEL METALS, INC.
Metal Roofing
ECHNICtA!_ SERVICES. LLC
DMC 450 Profiler 1.5 in. snap lock seam; Max. 16 in. coverage
- -- _ - - _ _ - -----_..._.� _.__...........
...-_._..
Description ! Non-structural snap lock standing seam roof panel With eanc_ealed clip
Material: Min. 24 ga. ASTM A792 or ASTM A653; Fy = min. 50 ksi; Shall conform with FBC
Section 1507.4.3
Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall
conform with FBC Section 1507.4.3
r �
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z
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DMC 5V f Profile: ii 318 in. ribs; Min. 21 in., Max. 24 in. coverage
Description: ityon- structural, through fastened roof panel
Matenal: Min. 26 ga. Fluropon®;coated ASTM A792 or ASTM A653 G90 ; Fy min. 50 ksi;
Shall conform with FBC Section 1507.4.3
_._.__.._.._._.:_................:..____...____.__......__._.._.--...__.... m.............. _..._....
._.._._._.__._._.........-......_...
Min. 0.032 in. Fluropon®R coated ASTM B209 aluminum; Fy = min. 23 ksi; Shall
conform with FBC-Section 1507.4.3
.__.... _....... _.._
21' tsp to 24* Coverage
DMC i Profile: 1/2 in. corrugation; 21 in. coverage
Corrugated I Description: j Non-structural, through fastened roof panel
I Material: ? Min. 26 ga. Fluropon® coated ASTM A792 or ASTM A653 G90 ; Fy - min. 40 ksi;
i Shall conform with FBC Section 1507.4.3
...._._..:.:..._...._.__.._..-._.........__. __._.......---___._._._,..._........................... . _ ..... - ......__._.....-- .......__..
Min. 0.032 in. FluroponV coated ASTM B209 aluminum; Fy = min. 19 ksi; Shall
. conform with FBC Section 1507.4.3
i
•. 2 ._•. �,I. ._.......�_�_
I,
DRX15001.5 FU17678-R5 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.
1
C,
x TEcHNICAL SERvicE,s, L.i..0
LIMITATIONS
DREXEL METALS, INC.
Metal Roofing
1. Fire classification is not within the scope of this evaluation.
2. This report is not for use in the HVHZ.
3. The roof deck and the roof deck attachment 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 1507.4.2.
5. Reroofing shall be in accordance with FBC Section 1511.
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.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6i' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
t�P�rfs�
EN
Na 74021 2018.04.19
07:24:23
STATE OF ://41J 04'00"
'
✓V41 W 4
Al
p R t U N��'Zachary R. Priest, P.E.
bNA ��yt'i�e O g Florida zation Not 021
A E9641
CERTIFICATION OF INDEPENDENCE
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.
i
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.
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APPENDICES
1) APPENDIX A— Installation (12 pages)
2) APPENDIX B —Approved Roof Systems (8 pages)
S) APPENDIX C — Design Wind Loads (4 pages)
DRX15001.5 FL17678•R5 Page 5. 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.
I
i
r DREXELMETALS, INCCREEK.
sr Metal Roofing
x`n TE<CHNICAL. SERVICES, LL
APPENDIX A
INSTALLATION
Note - Refer to the.APPROVED ROOF SYSTEMS Section Of this report fbr speciflc4ristallatlon details of a Selected System.
Unless otherwise specM rt .iris, rep tz # wing installation details shall be met for the named products:
Component f
Product 1
InstaLltakon Detail
#9-15 HWH wood screw
With sealing washer
#10-14 HWH wood screw
with sealing washer
Shall. pene rate through the sheathing a minimum3l8 in. Must be corrosion
#10-16 HWH wood
resistant in accordance with FBC.section 1507.4.4.
Fasteners
screws with dual threads
and,sealing washer
#10-13 PH wood screw
' #10 16 DP3 PH self-
---
drilling.screw
Sh penetrate through the top rib of the steel deck a minimum 314.in. Must be
#14-13 DPI PH self-
osion resistant in accordance with FBC section 1507.4.4.
drilling screw
Bearing Plates
18 ga. Bearing Plate
X
® ca
24 ga_ in -seam clip.
I /
i
I DMC 150SL Clip
Clips
24 ga. SS in -seam clip
24 ga. DMC 150SS Clip
fro
8 � � 19
2° '
DRX156o1.5 ' FL17678-R5 Page 1 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLG 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.
r
IN` CREEK
TEc.HNICALSERVICES.LLC
DREXEL METALS, INC.
Metal Roofing
APPENDIX A
Component
Product
Installation Detail
18 ga. base; 22 ga. butterfly in -seam clip; 120 in. length; top slider 12 in.c.c.
DIVIC 200S Continuous
Butterfly Clip
Clips (Cont'd)
24 ga, in -seam clip
DMC 450 Clip
24.ga. SS in -seam clip
DIVIC 46OSS Clip
Sealants
_lwllb�'inbe ,
continuous,dsalongthe seam
,. a
BostikChem -Calk 915 I
Fastening Details
Nomenclature
Attachment
OMC
#10
DMC 100NS Standarit
. ...... DMC OOHS PANEL
BOSTIK(92 —,ViSa BEADS),
DMC 100NS Enhanced
91 io 13 w
P h
DRX15001.5 FL17678-,R5 Page 4 of 12
This evaluation report is provided for State of Florida product p_ rider Rule' G20-3. The m6nufiacture�,
approval u 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, instillation, recommended use, or other product attributes that are not
specifically addressed herein.
i
I�
11CREEK
- DREXEL METALS; INC.
Metal Roofing
$ECRNICAL SERVICE'S, LLC APPENDIX B
II APPROVED ROOF SYSTEMS _
i
The following notes shall be observed when using the assembly tables below.
1, Maximum Design Pressure (141DP) Was calculated using a 2:1 margin of safety per.FBC Section 1504.9.
2. Refer to UmmwrloNs and sections of this evaluation when using the table(s) below.
3. Refer10INSTALLATION section of this report for installation detail when the information is not explicitly stated for the:selected assembly.
4. The on -center (o.c.) spacing given is the maximum aliowable:attachment spacing for the rated system.
5. Steel Deck shall be designed) by others in accordance with FBG requirements and shall be minimum 22 ga (Fv = min.33 ksb Wide Rib Deck (Type WR)
conforming to ANSlSSDt-RD1.Q, 8 fi3C.
6. `h'ood 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-inch span.
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' DREXELME'rALS,INC.
r . K Metal Roofing
TEc.-M iCAL. SERViCrS, L,L,C .
APPENDIX C
� DESIGN WIND LOADS -
The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following
provisions:
1. For Hip roofs beuveen,2:12.and 5.6:12, Zone 3 shall be treated as Zone 2.
2. Wind speeds for risk Category 1, II, III, and IV buildings shall be_as defined.in Section 1609 of.the FBC.
3, Exposure,B, C, and D.shall be as.defined in section 1609 of the FBC.
4. Design wind load provided only for gablethip roofs With roofslopes between 2:12 and 6.1:12
l5, All calculations are based on an effective wind area of 10-0 or less. i 6. Topographic factors such as escarpments or hills have been excluded from the analysis
7. Overhangs have been.excluded from the analysis.
8. Wind directidnality factor, Kd = 0.85 '
9. Vun is shown In tho tables below. Design windloads are calculated using Veld = VugY0.6 per 1609.3.1.
10. Projects with mean roof heights greater than.60-ft shall be evaluated by a licensed design professional
11. Zones 1, 2,.and 3 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roo!`Pelghi), whichever
is smaller, but not less than either 4% of the least horizontal dimension,or3ft
a
Gable Hip.
x l 2 i`iJ a
a (a)
uvia FL17678-R5
.. Page.1 of
valuation report is provided.for State uf,Fiarida product approval under Rule fit WO3. The manufacturer shalr,no5ry CREEK Technloal-Services, LLC of any product changes or
assurance cfrariges.throughout iha duration for which this reportis vaiid. This evaluation report does not express nor impry.warranty, 'Installation, recommended use, ocother
t attributes that are not.specmoaily addressed herein.
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CREEK
TmcHmcAL SEnvicE:s, LL-C
DREXEL METALS, INC.
Metal Roofing
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......,,_-u FL1767&R5Page.3 of 4
� hls evaluation report Is provided W.Siate of Florida product.app,ovai undo, Rule, 61r,2u-3. Tne manufacturerspannotify CRELK'Teohnioal,Services; LLC of any product changes or
quality assurance changes throughout the duration for wfich this report is valid. This evaluation report does not.expriass nor imply iiiie, or ether
� roduct atbibulim that are I tat specifically addressed hdrein.
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