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OFFICE OF THE FL# FL17679-R6
SFCRETARY
Application Type Revision
Code Version 2020
Application Status Approved
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 the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity Architectural Testing,Inc., an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2025
Validated By Locke Bowden P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL17679 R6 COI DRX15002.6 2020 FBC Eval Metal Roofing HVHZ final.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM B 117 2016
ASTM G 155 2013
TAS 100 1995
TAS 110 2000
TAS 125 2003
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR%2bP9kYGhinRHUPuiAxDRkQtoa%2fGVEztq%2bg%3d%3d 1/2
1/29/2021 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/09/2020
Date Validated 08/10/2020
Date Pending FBC Approval 08/20/2020
Date Approved 10/13/2020
Summary of Products
FL# Model,Number or Name Description
17679.1 Drexel Metal Roofing Systems DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17679 R6 II DRX15002.6 2020 FBC Eval Metal Roofing.
Approved for use outside HVHZ: No HVHZ 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
FL17679 R6 AE DRX15002.6 2020 FBC Eval Metal Roofing.
HVHZ final.pdf
Created by Independent Third Party: Yes
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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:
® ZJ ® �A ®
C,Pdit Cprd
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR%2bP9kYGhinRHUPuiAxDRkQtoa%2fGVEztq%2bg%3d%3d 2/2
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,7T"EDITION(2020)
Manufacturer: DREXEL METALS, INC. Issued August 9, 2020
1234 Gardiner Lane
Louisville, KY 40213
(502)716-7143
www.drexmet.com
Manufacturing: Drexel Metals Association of Regional Manufacturers(DM-ARM)
Quality Assurance: Architectural Testing, Inc.,An Intertek Company(QUA1844)
SCOPE
Category: Roofing
Subcategory: Metal Roofing
Code Edition: Florida Building Code, 7th Edition (2020) High-Velocity Hurricane Zones(HVHZ)
Code Sections: 1518.9.1, 1523.1.1, 1523.6.5, 1523.6.5.2.4, 1523.6.5.2.4.1
Properties: Wind Resistance
REFERENCES
Entity Report No. Standard Year
Architectural Testing(TST1558) 56840.02-122-18 TAS 100 1995
Architectural Testing(TST1558) 56842.02-122-18 TAS 100 1995
Architectural Testing(TST1558) 58461.01-122-44 TAS 125 2003
Architectural Testing(TST1558) 58641.02-122-44 TAS 100 1995
Architectural Testing(TST1527) H3245.01-450-18 TAS 125 2003
Architectural Testing(TST1527) H3245.02-450-18 TAS 100 1995
Architectural Testing(TST1527) H9058.02-450-18 TAS 125 2003
Architectural Testing(TST1527) H9058.01-450-18 TAS 125 2003
Architectural Testing(TST1527) H9058.03-450-18 TAS 100 1995
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) 0287-0312-07 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 2013
TAS 110 2000
PRI Construction Materials Technologies(TST5878) DMC-002-02-01 TAS 100 1995
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-030-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) HTL-013-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) HTL-014-02-01 TAS 100 1995
DRX15002.6 FL17679-R6 Page 1 of 4
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.
0 CREEK Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L.LC
PRODUCT DESCRIPTION
DMC 10ONS Profile: 1 in. snap lock seam; Max.16 in. coverage
.....................................................................:..................................................................................................................................................................................................................................................................................................................................................................
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
........................................................................................................................................................................................................................................................................................................................................................................................................................................
16"
1° -"D.C.
Profile:DMC 150SS 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
..................................................................................................................................................................................................................................................................................................................................................................
Min. 24 ga. Fluropon®coated ASTM A792 AZ50, or
ASTM A653 G90; Fy=min. 50 ksi; Shall conform with FBC Section 1507.4.3
:.....................................................................:..................................................................................................................................................................................................................................................................................................................................................................
8
I r 2 3n
12' 11s'
16"
� _F
DMC 175S Profile: 1.75 in. snap lock seam; Max. 18 in. coverage
:.....................................................................:..................................................................................................................................................................................................................................................................................................................................................................
Description: Non-structural, snap lock standing seam roof panel
:.....................................................................:..................................................................................................................................................................................................................................................................................................................................................................
Material: 0.032-inch (Fy=min. 24 ksi)or 0.040-inch (Fy= min. 20 ksi) Fluropon®coated
ASTM B209 aluminum; Shall conform with FBC Section 1507.4.3
........ ......... __ ......... ......... ......... ......... ......... ......... ......... ............................
Min. 24 ga. Fluropon®coated ASTM A792 AZ50, or
ASTM A653 G90ASTM A792 or ASTM A653; Fy= min. 50 ksi; Shall conform with
FBC Section 1507.4.3
.....................................................................:..................................................................................................................................................................................................................................................................................................................................................................
DRX15002.6 FL17679-R6 Page 2 of 4
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L.LC
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
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
.....................................................................:....................................................................................................................................................................................................................................................................................................................................................................
� 8
16 8
2" 2"
I 16„ I
DMC 5V Profile: 3/8 in. ribs; Min. 21 in., Max. 24 in.coverage
.....................................................................:..................................................................................................................................................................................................................................................................................................................................................................
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. 19 ksi; Shall
conform with FBC Section 1507.4.3
:.....................................................................:..................................................................................................................................................................................................................................................................................................................................................................
21"up to 24'Coverage
{
8
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. The roof deck and the roof deck attachment information are provided based on testing. FBC requirements
for the rational design of the roof deck, including the attachment, are not within the scope of this
evaluation.
3. Roof slope shall be 2:12 or greater.
4. Reroofing shall be in accordance with Section 1521.
5. Installation of the evaluated products shall comply with this report, RAS 133, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
6. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
DRX15002.6 FL17679-R6 Page 3 of 4
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.
0 CREEK Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 7th Edition (2020) High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted
by the named manufacturer.
G�PRY R. p9/�,��,
2020.08.09
C.EN*"SF•F�, �'
�'• 15. 10.24
No 74021
-04'00'
-•• STATE O F 1JJ
'.,0�•:c< O R �p?:•'���� Zachary R. Priest, P.E.
S •••• •. Florida Registration No. 74021
##;e1S�0NAll �� `�� Organization 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 (9 pages)
2) APPENDIX B—Approved Roof Systems (5 pages)
3) APPENDIX C—Design Wind Loads(3 pages)
DRX15002.6 FL17679-R6 Page 4 of 4
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L,LC
APPENDIX A
INSTALLATION
Note-Refer to the APPROVED ROOF SYSTEMS section of this report for specific installation details of a selected system.
Unless otherwise specified in this report the following installation details shall be met for the named products:
Component Product Installation Detail
HWH wood screw
with sealing washer Shall penetrate through the sheathing a minimum 3/8 in. Must be corrosion
with s
#10-13 PH wood screw resistant in accordance with FBC section 1507.4.4.
Fasteners #10-16 DP3 PH self-
drilling screw Shall penetrate through the top rib of the steel deck a minimum 3/4 in. Must be
#14-13 DP1 PH self- corrosion resistant in accordance with FBC section 1507.4.4.
drilling screw
311
Bearing Plates 18 ga. Bearing Plate 3-1
24 ga.SS in-seam clip7 yy
7„
16
T
24 ga. DMC 150SS Clip 3„ T O
8
o �
o
4„ 2,
Clips
24 ga. in-seam clip
7
1 �„ 7n
I 1B
24 ga. DMC 150SS Fixed T 1g
Clip
0
o
16 �� Zq
22 ga.SS in-seam clip
18
16
_L -�
Clips 22 ga. DMC 150SS Clip a T o
0
0 61
4n
3„
4
DRX15002.6 FL17679-R6 Page 1 of 9
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L,LC
APPENDIX A
Component Product Installation Detail
22 ga. in-seam clip
�161 18
22 ga. DMC 150SS Fixed 1 0 7
Clip e T
0
0 4
3"4
22 ga. base;24 ga.butterfly in-seam clip
Y d~�
DMC 150SS Butterfly
Clip
22 ga. base;24 ga.butterfly in-seam clip
DMC 150SS Continuous
Butterfly Clip =
18 ga. in-seam clip
1�.
Clips DMC 175S UL Clip
e
o
DRX15002.6 FL17679-R6 Page 2 of 9
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L,LC
APPENDIX A
Component Product Installation Detail
22 ga.SS in-seam clip
4
1 7
DMC 200S Clip 2" T O
0
o
0
f$, � Y 3.1
18 ga. base;22 ga.butterfly in-seam clip;4.5 in.length
DMC 200S Butterfly Clip
lips(Cont'd)
18 ga. base;22 ga.butterfly in-seam clip; 120 in.length;top slider 12 in.o.c.
DMC 200S Continuous
Butterfly Clip
Bostik 70-05A
Sealants Bostik Chem-Calk 915 Shall be applied in continuous beads along the seam
Fastening Details
Nomenclature Attachment
DMIC 1 ONS PANEL
10 - 13 PH A
DMC 100NS Standard
Mn
DRX15002.6 FL17679-R6 Page 3 of 9
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L,LC
APPENDIX A
Fastening Details
Nomenclature Attachment
DMC 10ONS PANEL
BOBTII 70-0 A ( - 3/16" BEADS)
f ##10 - 13 PHW
DMC 100NS Enhanced
DMC 15OSS PANEL
DMC 15OSS CONTINUOUS BUTTERFLY CLIP
(2)#10-13 PHW
UNDERLAYMENT
DMC 150SS Continuous SUBSTRATE
Butterfly
DMC 150SS PANEL
DMC 150SS BUTTERFLY CLIP
(2)#10-13PHW
UNDERLAYMENT
DMC 150SS Butterfly SUBSTRATE
DMC 15OSS PANEL
24 GA DMC 150SS FIXED CLIP
(2)#10-13 PHW
UNDERLAYMENT
DMC 150SS Fixed-90 SUBSTRATE
DRX15002.6 FL17679-R6 Page 4 of 9
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L,LC
APPENDIX A
Fastening Details
Nomenclature Attachment
DMC 15OSS PANEL
24 GA DMC 150SS CLIP
(2)#10-13 PHW
UNDERLAYMENT
DMC 150SS Standard(Al) SUBSTRATE
114"BEAD BOSTIK 70-05A
DMC 150SS PANEL
22 GA DMC 150SS FIXED CLIP
DMC 150SS Fixed (2)#10-13 PHW
Enhanced-90 UNDERLAYMENT
SUBSTRATE
DMC 150SS PANEL
22 GA DMC 150SS FIXED CLIP
(2)#10-13PHW
UNDERLAYMENT
DMC 150SS Fixed SUBSTRATE
Enhanced-180
DRX15002.6 FL17679-R6 Page 5 of 9
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX A
Fastening Details
Nomenclature Attachment
114"BEAD BOSTIK 70-05A
t
DMC 15OSS PANEL
22 GA DMC 15OSS CLIP
(2)#10-13 PHW
DMC 150SS Enhanced(Al) UNDERLAYMENT
SUBSTRATE
DMC 175S Panel
DMC 175S UL Cip
#10-13 PH Screw
(2)per cop
DMC 175S#10 Standard
DMC 175S PANEL
DMC 175S UL CLIP
914-13 DP1 PHDD(2 Per Clip)
3X3-18GA BEARING PLATE
METAL DECK
ISO INSULATION
]A
DMC 175S#14 Standard
DRX15002.6 FL17679-R6 Page 6 of 9
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L.LC
APPENDIX A
Fastening Details
Nomenclature Attachment
DMC 200S PANEL
DMC 200S BUTTERFLY CLIP
(2)#10-13 PHW
UNDERLAYMENT
SUBSTRATE
DMC 200S Butterfly
DMC 200S PANEL
DMC 200S BUTTERFLY CLIP
#10 - 16 DP3 PHD
UNDERLAYMENT
METAL DECK
DMC 200S Butterfly(Steel)
Use 18 ga.bearing plate over polyisocyanurate insulation
DMC 200S PANEL
DMC 200S CONTINOUS
BUTTERLY CLIP
#10 - 16 DP3 PHD
UNDERLAYMENT
METAL DECK
DMC 200S Continuous
Butterfly(Steel)
Use 18 ga.bearing late over mlyisocyanurate insulation
DRX15002.6 FL17679-R6 Page 7 of 9
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L,LC
APPENDIX A
Fastening Details
Nomenclature Attachment
DMC 200S PANEL
DMC 200S CLIP
(2)#10-13 PHW
UNDERLAYMENT
SUBSTRATE
DMC 200S Fixed
1/4"BEAD BOSTIK 70-05A
DMC 200S PANEL
DMC 200S CLIP
(2)#10-13 PHW
DMC 200S Fixed Enhanced UNDERLAYMENT
SUBSTRATE
p9-15 HWH WOOD SCREW WITH
SEALING WASHER
DMC 5V Standard
DRX15002.6 FL17679-R6 Page 8 of 9
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, L,LC
APPENDIX A
Fastening Details
Nomenclature Attachment
#10- 14 DREXMET WOODSCREW
DMC 5V PANEL
METSHIELD HT UNDERLAYMENT
DMC 5V#10 Standard PLYWOOD
DRX15002.6 FL17679-R6 Page 9 of 9
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.
0 CREEK Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX B
APPROVED ROOF SYSTEMS
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressure (MDP)was calculated using a 2:1 margin of safety per FBC Section 1523.4.
2. Refer to LIMITATIONS 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 selected assembly.
4. The on-center(o.c.)spacing given is the maximum allowable attachment spacing for the rated system.
5. Underlayment shall be installed in accordance with FBC requirements. The minimum underlayment shall be ASTM D 226, Type II installed as described
in FBC Section 1518.2.1 with nails and tin caps per 1517.5.
6. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 ga(Fy= min.40 ksi)Wide Rib Deck(Type WR)
conforming to ANSI/SDI-RD1.0& FBC. In no case shall the panels be installed on less than two continuous spans,which are spaced a maximum 5-ft o.c.
At minimum,the deck shall be attached with one (1)#12 x 1.5-inch HWH self-drilling screws at the bottom of each flute(maximum. 6-inch o.c.along the
support). At minimum, the deck side laps shall be fastened a maximum 6-inch o.c.with#12 x 1.5-inch HWH self-drilling screws.
7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 19/32-inch thick APA Span-Rated plywood
sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall be the minimum plywood sheathing or wood plank
thickness at maximum 24-inch span as stated in the approval tables on following pages. In no case shall the attachment be less than 8d ring shank nails
spaced 6-inch o.c.
Roof System Numbers and Definitions
100NS-W# DMC 100NS over Wood Deck(New or Existing)
150SS-W# DMC 150SS over Wood Deck New or Existing)
175S-S# DMC 175S over Steel Deck New or Existing)
175S-W# DMC 175S over Wood Deck(new or Existing)
200S-S# DMC 200S over Steel Deck New or Existing)
200S-W# DMC 200S over Wood Deck(New or Existing)
5V W# DMC 5V over Wood Deck New or Existing)
Approved Systems for DMC 100NS over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No. (psf)
10ONS-W1 Min. 15/32 OPTIONAL As required per FBC 24 ga. DMC 10ONS DMC 100NS Standard attachment -97.5
CDX plywood Versashield Solo Max. 16-inch wide with fasteners spaced 10.5 in.o.c.
100NS-W2 Min. 15/32 OPTIONAL As required per FBC 24 ga. DMC 10ONS DMC 100NS Standard attachment -120
CDX plywood Versashield Solo Max. 16-inch wide with fasteners spaced 5.25 in.o.c.
100NS-W3 Min. 15/32 OPTIONAL As required per FBC 24 ga. DMC 10ONS DMC 100NS Enhanced attachment -135
CDX plywood Versashield Solo Max. 16-inch wide with fasteners spaced 5.25 in.o.c.
DRX15002.6 FL17679-R6 Page 1 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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX B
Approved Systems for DMC 150SS over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No. (psf)
Min. 15/32 OPTIONAL 0.032"Al DMC 150SS DMC 150SS Standard(Al)attachment
150SS-Wl CDX plywood Versashield Solo As required per FBC Max. 16-inch wide with clips spaced 16 in.o.c. -90
180'seam
150SS-W2 Min.plywood
24 ga. DMC 150SS OPTIONAL As required per FBC Max. 16-inch wide DMC 150SS Fixed-90 attachment -90
CDX pllywood Versashield Solo 90'seam with clips spaced 16 in.o.c.
DMC 150SS
Min. 15/32 OPTIONAL 24 ga. DMC 150SS Butterfly attachment
150SS-W3 CDX plywood Versashield Solo As required per FBC Max. 16-inch wide with clips spaced 16 in.o.c. -99.25
180'seam
DMC 150SS
Min. 15/32 OPTIONAL 24 ga. DMC 150SS Continuous Butterfly attachment
150SS-W4 CDX plywood Versashield Solo As required per FBC Max. 16-inch wide with fasteners spaced 12 in.o.c. -114.25
180'seam
DMC 150SSa.
Min. 15/32 OPTIONAL 24 g DMC 150SS Fixed Enhanced-90 attachment
150SS-W5 CDX plywood Versashield Solo As required per FBC Max. 16-inch wide with clips spaced 12 in.o.c. -150
Min.90'seam
DMC 150SS
Min. 15/32 OPTIONAL 24 ga. DMC 150SS Fixed Enhanced- 180 attachment
150SS-W6 CDX plywood Versashield Solo As required per FBC Max. 16-inch wide with clips spaced 8 in.o.c. -165
Min. 180'seam
032"AlDMC 150SS
Min. 15/32 OPTIONAL 0. DMC 150SS Enhanced(Al)attachment
150SS-W7 CDX plywood Versashield Solo As required per FBC Max. 16-inch wide with clips spaced 8 in.o.c. -180
180'seam
Approved Systems for DMC 175S over Steel Deck(New or Existing)
System Deck Fire Barrier Insulation Underlayment Roof Panel Panel Attachment MDP
No. (psf)
Min. 1 in.Approved
Min.22 ga. 0.040"Al DMC 175S DMC 175S#14 Standard attachment
175S-S1 As required polyisocyanurate As required per FBC -88
Type B Steel insulation board Max. 17.5-inch wide with clips spaced 18 in.o.c.
DRX15002.6 FL17679-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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX B
Approved Systems for DMC 175S over Steel Deck(New or Existing)
System Deck Fire Barrier Insulation Underlayment Roof Panel Panel Attachment MDP
No. (psf)
Min. 1 in.Approved
Min.22 ga. 0.040"Al DMC 175S DMC 175S#14 Standard attachment
175S-S2 As required polyisocyanurate As required per FBC -129.25
Type B Steel insulation board Max. 17.5-inch wide with clips spaced 12 in.o.c.
Approved Systems for DMC 175S over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No. (psf)
ASTM D 226,Type II roofing felt attached per
175S-WI Min. 15/32 1518.2.1 with nails and tin caps per 1517.5 0.032"Al DMC 175S DMC 175S#10 Standard attachment -74.75
CDX plywood followed by Metshield High-Temp Max. 18-inch wide with clips spaced 24 in.o.c.
Underlayment self-adhered to felt
Min. 15/32 OPTIONAL 24 ga. DMC 175S DMC 175S#10 Standard attachment
175S-W2 CDX plywood Versashield As required per FBC Max. 18-inch wide with clips spaced 16 in.o.c. -84.25
Solo
Min. 15/32 OPTIONAL 0.040"Al DMC 175S DMC 175S#10 Standard attachment
175S-W3 CDX plywood Versashield As required per FBC Max. 17.5-inch wide with clips spaced 18 in.o.c. -106.75
Solo
Min. 15/32 OPTIONAL 24 ga. DMC 175S DMC 175S#10 Standard attachment
175S-W4 CDX plywood Versashield As required per FBC Max. 18-inch wide with clips spaced 8 in.o.c. -121.75
Solo
ASTM D 226,Type II roofing felt attached per
175S-W5 Min. 15/32 1518.2.1 with nails and tin caps per 1517.5 0.032"Al DMC 175S DMC 175S#10 Standard attachment -131
CDX plywood followed by Metshield High-Temp Max. 18-inch wide with clips spaced 6 in.o.c.
Underlayment self-adhered to felt
Approved Systems for DMC 200S over Steel Deck(New or Existing)
System Deck Fire Barrier Insulation Underlayment Roof Panel Panel Attachment MDP
No. (psf)
Min. 1 in.Approved 24 ga. DMC 200S
Min.22 ga. DMC 200S Butterfly(Steel)attachment
200S-S1 As required polyisocyanurate As required per FBC Max. 16-inch wide -88
Type B Steel insulation board 180'seam with clips spaced 24 in.o.c.
DRX15002.6 FL17679-R6 Page 3 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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX B
Approved Systems for DMC 200S over Steel Deck(New or Existing)
System Deck Fire Barrier Insulation Underlayment Roof Panel Panel Attachment MDP
No. (psf)
Min.22 ga. 24 ga. DMC 200S DMC 200S Butterfly(Steel)attachment
200S-S2 Type B Steel As required None As required per FBC Max. 16-inch wide with clips spaced 24 in.o.c. -91.75
180'seam
Min.22 ga. Min. 1 in.Approved 24 ga. DMC 200S DMC 200S Continuous Butterfly(Steel)
200S-S3 As required polyisocyanurate As required per FBC Max. 16-inch wide -121.75
Type B Steel insulation board 180'seam attachment with clips spaced 12 in.o.c.
Min.22 ga. 24 ga. DMC 200S DMC 200S Continuous Butterfly(Steel)
200S-S4 Type B Steel As required None As required per FBC Max. 16-inch wide attachment with clips spaced 12 in.o.c. -151.75
180'seam
Approved Systems for DMC 200S over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No. (psf)
040"AlDMC 200S
Min. 19/32 OPTIONAL As required per 0. DMC 200S Fixed attachment
200S-Wl CDX plywood Versashield Solo FBC Max. 16-inch wide with clips spaced 16 in.o.c. -105
180'seam
040"AlDMC 200S
Min. 19/32 OPTIONAL As required per 0. DMC 200S Fixed Enhanced attachment
200S-W2 CDX plywood Versashield Solo FBC Max. 16-inch wide with clips spaced 8 in.o.c. -180
180'seam
Approved Systems for DMC 5V over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No. (psf)
ASTM D 226,Type II roofing felt attached 0.032"Al DMC 5V DMC 5V#10 Standard attachment
5V-W1 Min. 15/32 OPTIONAL per 1518.2.1 with nails and tin caps per Min.21-inch to with#10-14 HWH wood screws with -56
CDX plywood Versashield Solo 1517.5 followed by Metshield High-Temp Max.24-inch coverage sealing washers spaced 18 in.o.c.
Underlayment self-adhered to felt
DRX15002.6 FL17679-R6 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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX B
Approved Systems for DMC 5V over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No. (psf)
5V-W2 Min. 15/32 OPTIONAL As required per FBC Min.21-inch to 26 ga, DMC 5V DMC 5V Standard attachment -60
CDX plywood Versashield Solo Max.24-inch coverage with clips spaced 16 in.o.c.
ASTM D 226,Type II roofing felt attached 26 ga. DMC 5V DMC 5V#10 Standard attachment
5V-W3 Min. 15/32 OPTIONAL per 1518.2.1 with nails and tin caps per Min.21-inch to with#10-14 HWH wood screws with -71
CDX plywood Versashield Solo 1517.5 followed by Metshield High-Temp Max.24-inch coverage sealing washers spaced 24 in.o.c.
Underlayment self-adhered to felt
Min. 15/32 OPTIONAL 26 ga, DMC 5V DMC 5V Standard attachment
5V-W4 CDX plywood Versashield Solo As required per FBC Min.21-inch to with clips spaced 8 in.o.c. -121.75
Max.24-inch coverage
ASTM D 226,Type II roofing felt attached 26 ga. DMC 5V or DMC 5V#10 Standard attachment
5V-W5 Min. 15/32 OPTIONAL per 1518.2.1 with nails and tin caps per 0.032"Al DMC 5V with#10-14 HWH wood screws with -206
CDX plywood Versashield Solo 1517.5 followed by Metshield High-Temp Min.21-inch to sealing washers spaced 6 in.o.c.
Underlayment self-adhered to felt Max.24-inch coverage
DRX15002.6 FL17679-R6 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.
0 CREEK Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX C
DESIGN WIND LOADS
The following tables provide design wind loads for components and cladding in accordance with Section 1620 of the FBC and ASCE 7-16 under the following
provisions:
1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1620 of the FBC.
2. Exposure C and D shall be as defined in section 1620 of the FBC.
3. Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 6.1:12
4. All calculations are based on an effective wind area of 10-ft2 or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis
6. Overhangs have been excluded from the analysis.
7. Wind directionality factor, Kd=0.85
8. Design wind loads are calculated using Pasd =0.6PUit•
9. Zone 2 is inclusive of Zone 2e,Zone 2n, and Zone 2r
10. Zone 3 is inclusive of Zone 3e and Zone 3r
11. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional
12. 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 Roof Height),whichever
is smaller, but not less than either 4%of the least horizontal dimension or 3ft
Gable Hip
3 2 3 3 2 3 a 3 2 3 a
2 1 2 2 1 2 2 1 2 2 1 2
3 2 3 LL.2___A a 3 2 3 a
a Iola la al al-
DRX15002.6 FL17679-R6 Page 1 of 3
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX C
Gable/Hip Roofs in Exposure C in Miami-Dade&Broward County(Roof slopes between 2:12 and 12:12)
Basic Wind Speed(mph)
Building Type Zone Mean Roof Risk Cat I Risk Cat I Risk Cat II Risk Cat II Risk Cat III, IV Risk Cat III,IV
Height(ft) 156 165 170 175 180 186
20 -62.3 -69.7 -74.0 -78.5 -83.0 -88.6
25 -65.1 -72.8 -77.3 -81.9 -86.7 -92.6
1 30 -67.9 -75.9 -80.6 -85.4 -90.4 -96.5
40 -72.0 -80.6 -85.6 -90.7 -95.9 -102.4
50 -75.5 -84.5 -89.7 -95.0 -100.5 -107.3
60 -78.3 -87.6 -93.0 -98.5 -104.2 -111.3
20 -90.9 -101.7 -108.0 -114.4 -121.1 -129.3
25 -95.0 -106.3 -112.8 -119.5 -126.5 -135.0
Enclosed/ 30 -99.0 -110.8 -117.6 -124.6 -131.8 -140.8
Partially Open 2 40 -105.1 -117.6 -124.8 -132.2 -139.9 -149.4
50 -110.1 -123.2 -130.8 -138.6 -146.6 -156.6
60 -114.2 -127.7 -135.6 -143.7 -152.0 -162.3
20 -108.1 -120.9 -128.4 -136.0 -143.9 -153.7
25 -112.9 -126.3 -134.1 -142.1 -150.3 -160.5
3 30 -117.7 -131.7 -139.8 -148.1 -156.7 -167.3
40 -124.9 -139.7 -148.3 -157.2 -166.3 -177.6
50 -130.9 -146.5 -155.5 -164.7 -174.3 -186.1
60 -135.7 -151.8 -161.2 -170.8 -180.7 -192.9
20 -72.9 -81.6 -86.6 -91.8 -97.1 -103.7
25 -76.2 -85.2 -90.4 -95.8 -101.4 -108.3
1 30 -79.4 -88.8 -94.3 -99.9 -105.7 -112.9
40 -84.3 -94.3 -100.1 -106.0 -112.2 -119.8
50 -88.3 -98.8 -104.9 -111.1 -117.6 -125.5
60 -91.6 -102.4 -108.7 -115.2 -121.9 -130.2
20 -101.5 -113.6 -120.6 -127.8 -135.2 -144.3
25 -106.0 -118.6 -125.9 -133.4 -141.2 -150.7
Partially 30 -110.5 -123.7 -131.3 -139.1 -147.2 -157.1
Enclosed 2 40 -117.3 -131.2 -139.3 -147.6 -156.2 -166.8
50 -123.0 -137.5 -146.0 -154.7 -163.7 -174.8
60 -127.5 -142.6 -151.4 -160.4 -169.7 -181.2
20 -118.7 -132.8 -140.9 -149.3 -158.0 -168.7
25 -124.0 -138.7 -147.2 -156.0 -165.0 -176.2
3 30 -129.2 -144.6 -153.5 -162.6 -172.0 -183.7
40 -137.1 -153.4 -162.9 -172.6 -182.6 -195.0
50 -143.7 -160.8 -170.7 -180.9 -191.4 -204.3
60 -149.0 -166.7 1 -177.0 -187.5 -198.4 -211.8
DRX15002.6 FL17679-R6 Page 2 of 3
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 Metal METALS, INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX C
Gable/Hip Roofs in Exposure D in Miami-Dade&Broward County(Roof slopes between 2:12 and 12:12)
Basic Wind Speed mph
Building Type Zone Mean Roof Risk Cat I Risk Cat I Risk Cat II Risk Cat II Risk Cat III, IV Risk Cat III,IV
Height(ft) 156 165 170 175 180 186
20 -74.8 -83.7 -88.8 -94.1 -99.6 -106.3
25 -77.6 -86.8 -92.1 -97.6 -103.3 -110.3
1 30 -80.4 -89.9 -95.4 -101.1 -107.0 -114.2
40 -84.5 -94.5 -100.4 -106.3 -112.5 -120.1
50 -88.0 -98.4 -104.5 -110.7 -117.1 -125.1
60 -90.7 -101.5 -107.8 -114.2 -120.8 -129.0
20 -109.1 -122.1 -129.6 -137.3 -145.3 -155.1
25 -113.2 -126.6 -134.4 -142.4 -150.7 -160.9
Enclosed/ 30 -117.2 -131.1 -139.2 -147.5 -156.0 -166.6
Partially Open 2 40 -123.3 -137.9 -146.4 -155.1 -164.1 -175.2
50 -128.3 -143.6 -152.4 -161.5 -170.8 -182.4
60 -132.4 -148.1 -157.2 -166.6 -176.2 -188.2
20 -129.7 -145.1 -154.0 -163.2 -172.7 -184.4
25 -134.5 -150.5 -159.7 -169.3 -179.1 -191.2
3 30 -139.3 -155.9 -165.4 -175.3 -185.5 -198.1
40 -146.5 -163.9 -174.0 -184.4 -195.1 -208.3
50 -152.5 -170.6 -181.1 -192.0 -203.1 -216.8
60 -157.3 -176.0 -186.8 -198.0 -209.5 -223.7
20 -87.5 -97.9 -103.9 -110.1 -116.5 -124.4
25 -90.7 -101.5 -107.8 -114.2 -120.8 -129.0
1 30 -94.0 -105.1 -111.6 -118.3 -125.1 -133.6
40 -98.8 -110.6 -117.4 -124.4 -131.6 -140.5
50 -102.9 -115.1 -122.2 -129.5 -137.0 -146.3
60 -106.1 -118.7 -126.0 -133.6 -141.3 -150.9
20 -121.8 -136.3 -144.7 -153.3 -162.2 -173.2
25 -126.3 -141.3 -150.0 -159.0 -168.2 -179.6
Partially 30 -130.8 -146.4 -155.4 -164.7 -174.2 -186.0
Enclosed 2 40 -137.6 -154.0 -163.4 -173.2 -183.2 -195.6
50 -143.3 -160.3 -170.1 -180.3 -190.7 -203.6
60 -147.8 -165.3 -175.5 -186.0 -196.7 -210.1
20 -142.4 -159.3 -169.1 -179.2 -189.6 -202.5
25 -147.7 -165.2 -175.4 -185.8 -196.6 -210.0
3 30 -153.0 -171.1 -181.6 -192.5 -203.6 -217.4
40 -160.9 -180.0 -191.0 -202.4 -214.2 -228.7
50 1 -167.5 1 -187.3 1 -198.9 1 -210.7 1 -223.0 1 -238.1
60 -172.7 -193.2 -205.1 -217.4 -230.0 -245.6
DRX15002.6 FL17679-R6 Page 3 of 3
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.