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FL #
FL17678-R6
Application Type
Revision
Code Version
2017
Application Status
,Ap roved
Comments
Archived
Product Manufacturer Drexel Metals, Inc.
Address/Phone/Email 204 Railroad Drive
Ivyland, PA 18974
(502) 303-1511
jshumate@drexmet.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
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity Architectural Testing, Inc., an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bow en RE,
1. Validation Checklist - Hardcopy Received
Certificate of Independence FL17678 R6 COI DRX15001 6 2017 FBC Evaluation R oQrt NonHVHZ
final.pd
Referenced Standard and Year (of Standard) Standard
Year
ASTM B 117
2016
ASTM G 155
2005
TAS 100
1995
TAS 110
2000
TAS 125
2003
UL 580
2006
UL1897
2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/09/2018
Date Validated
10/09/2018
Date Pending FBC Approval
10/21/2018
Date Approved
12/11/2018
Summary of Products
FL #
Model, Number or Name
Description
17678.1
Drexel Metal Roofing Systems
DMC 10ONS, DMC MC 150SS, DMC 175S, DMC
2005, DMC 45 DMC 5f3DMC Corrugated
Limits of Use �1
Installation Instructions
Approved for use in HVHZ: No "_
FL17678 R6 II DRX15001.6 2017 FBC Evaluation Report
�nt:iVt:Z..fin f
Approved for use outside HVHZ: Yes
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
F-L176783¢_AE:_[�RX1. �1,,(z, 2 10 7 FBA EYa_1101ic�n R@p_Q_ri;
NonHVHZ final.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released 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 questions, please contact 850.487.1395. *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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
rr an n;
Credit Card
safe
5'] MIL 12-12- 1 r,
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing:
Quality Assurance
SCOPE
DREXEL METALS, INC.
1234 Gardiner Lane
Louisville, KY 40213
(502) 716-7143
www.drexmet.com
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 6TH EDITION (2017)
Issued October 9, 2018
Drexel Metals Association of Regional Manufacturers (DM -ARM)
Architectural Testing, Inc. (QUA1844)
Category: Roofing
Subcategory: Metal Roofing
Code Sections: 1504.3
Properties: Wind Resistance
REFERENCES
Entity
Report No.
Standard
Year
Architectural Testing (TST1558)
56840.02-122-18
TAS 100
1995
Architectural Testing (TST1558)
58389.01-12244
UL 580
2006
Architectural Testing (TST1558)
58459.01-12244
UL 580
2006
Architectural Testing (TST1558)
58461.01-12244
TAS 125
2003
Architectural Testing (TST1558)
82776.01-10944
UL 580
2006
UL 1897
2012
Architectural Testing (TST1558)
82784.01-10944
UL 580
2006
UL1897
2012
Architectural Testing (TST1558)
83296.01-109-44
UL 580
2006
UL1897
2012
Architectural Testing, Inc (an Intertek Company) (TST1527)
H3245.01-450-18
TAS 125
2003
Architectural Testing, Inc (an Intertek Company) (TST1527)
H9058.02-450-18
TAS 125
2003
Architectural Testing, Inc (an Intertek Company) (TST1527)
H9058.01-450-18
TAS 125
2003
Architectural Testing, Inc (an Intertek Company) (TST1527)
13391.01-450-44
UL 580
2006
Force Engineering & Testing (TST5328)
178-0054T-12
UL 580
2006
UL1897
2012
Force Engineering & Testing (TST5328)
178-0055T-12
UL 580
2006
UL1897
2012
Hurricane Test Laboratory (TST1527)
0287-0209-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0308-07
TAS 125
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 125
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)
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 (TST5878)
DMC-016-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-017-02-01 Rev 1
UL 580
2006
UL1897
2012
DRX15001.6
FL17678-R6
Page 1 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 that are not
specifically addressed herein.
DREXEL METALS, INC.
Metal Roofing
CREEK
TECHNICAL SERVICES, LLC
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
DMC-018-02-01
UL 580
2006
UL1897
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
UL1897
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
UL1897
2012
PRI Construction Materials Technologies (TST5878)
DMC-038-02-01
UL 580
2006
UL1897
2012
PRODUCT DESCRIPTION
DMC 100NS Profile: 1 in. snap lock seam; Max.16 In. coverage
Description Non-structural, snap lock standing seam roof panel with integral perorated nail
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
ler
DMC 150SL Profile: 1.5 in. snap lock seam; Max 16 in coverage
......... ......_ .. ........ ...... .... ....
Description:Non-structural, ..
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
DRX15001.6 FL17678-R6 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.
CREEK
TECHNICAL SERVICES. LLC
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 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 16 ksi; Shall
conform with FBC Section 1507.4.3____........-.-....._ .......... ._._...._-_------
_._.
...... ........ __._...._._.._.__...........__...._.------- .-----
.
i Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; Fy = min.
50 ksi; Shall conform with FBC Section 1507.4.3
�- 16"
Material: I Min_ 0.027 in. Zinc; Fy = min. 16 ksi; Shall conform with FBC Section 150 . .
...... .... _
i 15.7"
DMC 175S j Profile: in_ snap lock seam; Max. 18 in. coverage
__...__.T._........ ......___.__.._._........._._..._._._.._.._.--------- _...... _._._ ...........
i Description: } Non-structural snap lock standing seam roof panel
...._.
i
j Material: j Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall
conform with FBC Section 1507.4.3
---------........_._......___...._._._.._......._._...._.._-._._........_.__...._.....-_..-.--.--.....--_._..__....._._....._..__._._.....__................ ........_._._...... ---._......_.._._._......_.__......._._._..........._.......
Min. 0.040-inch Fluropon® 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; F = min. 50 ksi; Shall conform with FBC Section 1507.4.3
i T-
1
i
18"
DMC 200S Profile: ; 2 in. mechanical seam; Max. 16 in. coverage _. .......... _---- _._.__........ ............ ......... _......... ..__.........__._..... ---
...... ....... _._..__..__._...-..._._........._..._..--..._.......__...._._......__._... __
Description: i Non-structural, mechanical lock standing_ seam roof panel _ _
_ _....._._t._._._...__._..._.._.__.__.__._.._.._._._.....---._........_.....___._....... . ___.....___
Material: Min. 0.040 in. Fluropon® 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: F = min. 50 ksi; Shall conform with FBC Section 1507.4.3
T
2" 2"
!—
DRX15001.6 FL17678-R6 Page 3 of 5
This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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
�v
TECHNICAL SERVICES. LLC
DREXEL METALS, INC.
Metal Roofing
DMC 450 Profile: 1.5 in. snaplock seam; Max. 16 in. covers
.. o-- --...... _.. e ---...---.._..._...._....._._._.. —._... _........--.._._._._g__._...._........._..-- ._...._..-_..._.._....- - ---................... .... . ... _ .._.
Description: 1 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
4.__.._......__._..........._._......_....._.._.._._........._............. _......... ............. _._._..._... _............ _................. _._..._.__.._............ _.... _................................................... _..........._.
Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall
conform with FBC Section 1507.4.3
L 12
F—_ i e" _ _ ..-....._.............
DMC 5V Profile: 3/8 in. ribs; Min. 21 in., Max. 24 in. coverage
......__..._.........._._-.._.....-7 _._.... _.........._.._._._....... .......
Description: Non-structural, through fastened roof panel_......._.__._......_........._.____.____....._........_..._._.__.._._._....
..........__._.._.........- ....................._._. ........_................._.... - - _............. .._.
Material: Min. 26 ga. Fluropon® coated ASTM A792 or ASTM A653 G90 ; Fy = min. 50 ksi;
Shall conform with FBC Section 1507.4.3
Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 23 ksi; Shall
conform with FBC Section 1507.4.3
i
21" cap to 24' Coverage
3J
9
DMC Profile: 1/2 in. corrugation; 21 in.
_.._._.,.._...........__..... . ............ ................- ... ......_ ...._....... _ . ..
Corrugated Description: 1 Non-structural through fastened roof panel
_.....__._....................... .._........... _..._...._._............ .._.............. ......... .._.......... ...
Material: ' Min. 26 ga. Fluropon® coated ASTM A792 or ASTM A653 G90 ; Fy = min. 40 ksi;
Shall conform with FBC Section 1507.4.3
--...._._.__.._.._---._..._..............__..._...-.._._._......_..._._............_._......._._._........_...__..__._...._..._................... ---...... ............ ......_.__....... __......
I Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 19 ksi; Shall
conform with FBC Section 1507.4.3
2„
DRX15001.6 FL17678-R6 Page 4 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 that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
2018.10.09
.:��'LQ'•.\�G NSA.,
No 74021 -- 11:21:46
- -04' 00'
STATE OF
11�,, •'�;,4 O R t O P ����� Zachary R. Priest, P.E.
i�ss �'•••• '' �� Florida Registration No. 74021
U N AOrganization No. ANE9641
� `���
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.
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 (12 pages)
2) APPENDIX B —Approved Roof Systems (8 pages)
3) APPENDIX C — Design Wind Loads (4 pages)
DRX15001.6 FL17678-R6 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 that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Component Product Installation Detail
DMC 450 PANEL--
DMC 450 CLIP--
#10. 13 PHW (2 PerClip)
DMC 450 Standard `
DMC 450 PANEL-----_
DIVIC 450 SS CLIP ---__,
#10 - 13 PHW (2 Per Clip)
DMC 450SS Standard
DMC 5V Standard
DREXEL METALS, INC.
Metal Roofing
#9• 15 MM, WOOD SCAF'N 01'7H
SEAT W. WASiiER
#10 - 14 DREXMET V1OODSCREW __..............�
DMC 5V PANED
METSHIELD HT UNDERLAYMENT — \
DMC 5V #10 Standard PLYWOOD �` �� 1
t j
APPENDIX A
DRX15001.6 FL17678-R6 Page 11 of 12
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 that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
DREXEL METALS, INC.
Metal Roofing
APPENDIX A
Component Product Installation Detail
DMC 5V PANEL
#10 -14 DREXMET }IUOODSCREW
UNDERLAYMENT
7116" OSB MIN,
DMC 5V Pan Fastening
ONLY REQUIRED AT
PANEL ENDS
IN
...
............ V-9„ U"CVE<AGE.......... ......... ... ... ..... ....... ...................... .... .....
...._......
...............#to-15 WM WOODSCREW(DDJALTHREAD)
12"o.c. to 35'o.c. MAX. ROW SPACING
DMC Corrugated UNDERI.AYMENT
/-15j32- MIN. PLYWOOD
f
.,
DRX15001.6 FL17678-R6 Page 12 of 12
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.
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