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APR
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"' FL# FL17678-R2 d'1f ri 8 ® ���f
Application Type Revision ®p
Code Version 2014 PERMITTIMIG
Application Status Approved St. Lucie COuntj!, FL
Comments
Archived �7
Product Manufacturer Drexel Metals,Inc.
Address/Phone/Email 204 Railroad Drive
Ivyland,PA 18974
(502)303-1511
jshumate@drexmet.com
Authorized Signature Jason Shumate
j s h u m a te@ d rex m et:co m
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
u 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.
Quality Assurance Contract Expiration Date 12/31/2018
Validated.By Locke Bowden
1-7' Validation Checklist-.Hardcopy Received
Certificate of Independence FL17678 R2 COI DRY.15001 2 2014 FBC Evaluation Renort NonHVHZ
firal.ri f
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 580 2006
UL1897 2004
Equivalence of Product Standards
Certified By
Sections from the 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
Summaily of Products
FL'# Modelr,Number or Name Description
17678.1 Drexel Metal Roofing Systems DMC 100NS,DMC i505L1 DMC.,150SS,DMC 1755,DMC
200S,.DMC 450&DMC 5V
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17678 R2 II DRX15001.2-2014 FBC Evaluation Report
Approved for-use outside HVWZ:Yes NonHVHZ-final.odf
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
FLI-7678:'R2 AE DRX15001.2.201�4 FSC Evaluation Re r
NonHVHZ final.odf
Created by Independent Third Party:Yes
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Contact Us n 2601 81air Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 20074013Stateof Florida.::Privacy Statement::AccessibBiN Statement::Refund Statement
Under Florida law,emailaddresses are public records.If you do not want your e-mail address•released in response to a public-records request,'do not send electronic
mall 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:mustprovide the Department with an email address if they have one.The
-e_maiIs provided may be used for official communication with the licensee.However email addresses are public record.Ifyou donot wish to supply apersonal address,
please provide the_Department with an,email address which.can be made'available to the public.To,determine if you area licensee under'Chapter 455,F.S.,please
click h . .
Prod
uct Approval Accepts:..
M
Credit Card
_ Safe
Certificate of Authorization No.29824
17520 Edinburgh Dr
�RiZ4 K
Tampa,FL 33647
TECHIMI :ALz.IRtCE y LL (813)480-3421
EVALUATION REPORT (FLORIDA BUILDING'CODE-6'EDITION(2014)
Manufacturer: DREXEL.METALS,INC: Issued Apdi 12,2016
1234 Gardiner Lane
Louisville,'KY 40213
(502)716-7143
wirm.dremet.com
Manufacturing: Drexel Metals Association of Regional Manufacturers(DM-ARM)
Quality Assurance: Architectural Testing, Inc.(QUA1844)
SCOPE
Category: Roofing
Subcategory: Metal Roofing
Code Sections: 1504.3.2
Properties: Wind Resistance
REFERENCES
Enti Report No. Standard Year
Architectural-Testing(TST1558) 56840:02-122-18 TAS 100 1995
Architectural Testing(TST1558) 58389.01-122.44 uL 680 2006
Architectural Testing(TST1558) 58459:01-12244 UL 580 2006
Architectural Testing(TST1558) 58461.01-122-44 TAS 125 2003
Architectural Testing(-ST1558) 82776`.01-109-44 UL 580 2006
Architectural Testing(TST1558) 82776:01-109-44 UIL 1897 2004
Architectural Testing(TST1558) 82784.01-109-44 UL 580 2006
Architectural Testing(TST1558) 82784.01-109-44 UL 1897 2004
Architectural Testing(TST1558) 83296.01-109-04 UL 580 2006
Architectural Testing'(TST1558) 83296.01-109-04 UL-1897 2004
Force Engineering&Testing(TST5328) 178-0054T-12 UL 580 2006
Force Engineering&Testing(TST5328) 178-0054T-12 UL 1897 2004
Force Engineering&Testing(TST5328). 178-6055T-12 UL.580 2006
Force Engineering&Testing(TST5328) 978-0055T-12 UL 1897 2004
Hurricane Test Laboratory(TST1527) 0287-0209-07 TAS 125 2003
Hurricane Test Laboratory(T5T1527) 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.(TST1521) 0287-0706-07 TAS 125 2003
PRI Construction Materials Technologies(TST5878) AKZC=001-02.01/05 ASTM 8 117 2002
PRI Construction Materials Technologies'(TST6878) AKZC-001.-02=01105 TAS 110 2000
PRI Construction Materials Technologies(TST5878) AKZC-003-02-01/02ASTM B 117 2002
PRI Construction Materials Technologies(TST5878) AKZC=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-003-02-03104 TAS 110 2000
PRI Constriction Materials Technologies(TST5878) DMC-004:-02-01 TAS 125 2003
PRI Constriction Materials Technologies(fST5878) 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 160 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 Constriction Materials Technologies(TST5878) DMG017-02-01 Rev 1 UL 1897 20.04
PRI Construction Materials Technologies(TST5878) DMC-017-02-01 Rev 1UL 580 2006
PRI Construction Materials Technologies.(TST5878) DMC-018-02-01 UL 1887 2004
PRI Construction Materials'Technologies(TST5878) DMC-018-02-01 UL 580 2006
DRX150012 . . FL176787R2 :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 of quality assurance changes throughout the duration for which this report-is valid.
This evaluation report does'not express nor irnply warranty, .installation,recommended use,orother product attributes that are not
specifically addressed herein.
DREXEL METALS,INC.
> `a L Metal Roofing
E ECHNiCAL SERvicEs, LLC
DMC 175S Profile: 1.75 in.snap lock seam;Max. 18 in.coverage
Description: ? Non-structural,snap lock standing seam roof panel
Material: ? Min.0.032 in.TRINARO or CERAM-A STAR@ coated ASTM B209 aluminum;Fy=
i 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
=min.20 ksi); Shall conform with FBC Section 1507.4.3
Min.24 ga.TRINARO or CERAM-A-STAR@ 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 14
1
I 1W
I
DMC 200S i Profile: 2 in.mechanical seam;Mail. 16 in.coverage
Description: E Non-structural,mechanical lock standing seam roof panel
Material: i Min.0.040 in.TRINAR@ or CERAM-A-STARO coated ASTM B209 aluminum;Fy=
min.20 ksi; Shall conform with FBC Section 1507.4.3
Min.24 ga.TRINARO 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
t
1
I 2. T
! 2" 2"
I
I � 16„ I
7
?
DMC 450 Profile: i 1.5 in.snap lock seam;Max. 16 in.coverage
Description; 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
j Section 1507.4.3
i
3 �T
1 z
1 �
i
i
16"
I
DRX15001:2 FL17678-R2 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.
DREXEL METALS,INC.
Metal Roofing
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) DMC-024-02-01 UL 1897 2004
PRI Construction Materials Technologies(TST5878) DMC-024-02-01 UL 580 2006
PRI Construction MaterialsTechnologies(TST5878) DMC-033-02-01.1 UL 1897 2004
PRI Construction Materials Technologies(TST5878) DMC-033-02-01.1 UL 580 2006
PRODUCT DESCRIPTION
DMC 100NS Profile: 1 in.snap lock seam;Max.16 in.coverage
Description: 1 Non-structural,snap lock standing seam roof panel with integral perorated nail
strip
Material: i Min.24 ga.TRINARO or CERAM-A-STAR®coated ASTM A792 AZ50,or
ASTM A653 G90;Fy_=min.50 ksi; Shall conform with FBC Section 1507.4-.3
I
i
I
16' V.
0.a
DMC 150SL Profile: 1.5 in.snap lock searn;.Max. 16 in.coverage
Description: j Non-structural,snap lock standing seam roof panel
Material: ' Min.24 ga.TRINAR@ or GERAM-A-STARO.coated ASTM A792 AZ50„or
ASTM A653 G90;.Fy=min.50 ksi; Shall conform with FBC Section 1507.4.3
1 ,
I +2'
� J
l
i
DMC 1508S Profiler 1.5 in.mechanical seam;Max. 16 in.coverage
Description: Non-structural,mechanical lock standing seam roof panel
Material,. Min.0.032 in.TRINAR®or CERAM-A-STARO coated ASTM 8209 aluminum;Fy=
min.16 ksi; Shall conform with FBC Section 1507.4.3
Min.24 ga.TRINAR®or CERAM-A:STARO coated ASTM A792 AZ50,or
j-ASTM A653 690;Fy=min.50 ksi; Shall conform with FBC Section 1507.4.3
f
l 1, -j
1z' 1
I
E
E
} 16° I
DRX15001.2 FL17678-R2 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 ate not
specifically addressed-herein.
DREXEL METALS,INC.
C �'�t Metal Roofing
TEC H4iCA"L SERVICES, L.L.Q.:
DMC 5V Profile: 3/8 in.ribs;24 in.coverage
Description: .Non-structural,through fastened roof panel
Material: Min.26 ga.TRINAR®orCERAM-A-STARQ coated ASTM A792 or ASTM A653
L_ + G90 FY min.50 ksi; Shall conform with FBC Section 1507.4.3
I
-- ------— 24"Coverage. —r
16,
i B
LIMITATIONS
1. Fire classification is hot within.the scope of this"evaluation.
2 This report is not for use in the:1-1VHZ.
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 1507A.2.
5. Reroofing shall be in 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.
DRX15001.2 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.Senrices,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
TEcHNrICAL SEr3ViCES,LLC
COMPLIANCE STATEMENT'
The products evaluatedherein by Zachary R. Priest,P.E. have demonstrated compliance with the Florida Building
Code 5Edition(2014)as evidenced in the referenced documents.submitted by the named:manufacturer.
R.
2016.04.12 G�PRY •pR��,�
e No 74021
10:41 :53
-04'00►
O: STATE OF o 1JJ
O.R t D .• Zachary e"Priest,P.E.
'ire s'S •^• C1GN �e e` Florida Registration No.74021
O N A�E�o 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(10 pages)
2) APPENDIX B—Approved Roof Systems(7 pages)
3) APPENDIX C—Design Wind L9ads(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 that are not
specifically addressed herein.
it `� DREXEL METALS,INC.
EZE E-4 Metal Roofing
TECi-ii 1ICAi..SERVICES,LLC
APPENDIX A
INSTALLATION
Note-Refer to the APPROVED ROOF SrsrEms 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:
ComponentProduct 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 410-13 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
#14-13MP1 PH self- corrosion resistant in accordance with FBC section 1507_.4.4.
drilling screw
Bearing Plates 18 ga.Bearing Plate 311
e
ED-
24
24 ga.in-seam clip yy
DMC 150SL Clip
Clips 24 ga.SS in-seam clip
71 16
24 ga.DMC 15OSS Clip O 18"
o �
o
4
DRX15001.2 FL17678-R2 Page 1 of 11
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.
CREEK Metal Roofing
TECHNICAL SERVICES, LL—_
APPENDIX A
Component Product . =installation Detail
18 ga,base;.22 ga.butterfly in-seam clip;120 in.length;top slider 12 in.o.c.
-.f ..
DMC 200S Continuous f <.�;. �;.:�--
Butterfly Clip
rf�y
�r
24 a.. in-seam clip
9
P
DMC 450 Clip
o ®®
Sealants Bostik 70-05A
Bostik Chem-Calk 915 Shall be applied in continuous beads along the seam
- `Fastening Details
Nomenclature
-Attachment:
DMC 1:00111S DAKI
DMC 10ONS Standard
�cST16 7A( --3/16" BEADS)
DMC 100NS Enhanced #10 - 13 P H
DRX15001.2 FL17678-R2 Page 4 of l l
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 novimply`Warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
METALS,INC.
JCREEK
DREXEL Metal Roofig
TEci-lhiicAl-SERVICES,LLC APPENDIX B
APPROVED ROOF SYSTEMS
The following notes shall pe observed when using the assembly tables below.
1. Maximum Design Pressures(MDP)were calculated using a 2:1 margin of safety per FBC Section 1504.9.
2. Refer to LirdirATlons and sections of this evaluation when using the table(s)below.
3. Refer to iiisrat.unou 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. Steel Deck shall be designed by.others in accordance with FBC requirements and shall be minimum 22 ga(FY=min.33 ksi)Wide Rib Deck(Type WR)
conforming to ANSI/SDI-RD1.0:8 FBC.
6. Wood Deck shall be'designed.by others in accordance with FBC requirements and shall be minimum 15/324nch thick APA Span-Rated plywood
sheathing at maximum 24-inch span_
Roof System Numbers and Definitions
ICONS-W# DMC ICONS over Wood Deck(New or Existing)
.fSOSL- DMC 15GSL over Wood Deck(New or Existing)
150SS-S# DMC.15OSS over Steel Deck'New or Existing)
15OSS-W11 DMC 1505S over Wood Deck New or Existing)
17¢$S# DMC 175S over Steel Deck'(New or Existing) _
175S-W# DMC 175S over Wood Deck(now or Existing)
200S-S# DMC 200S over Steel Deck New or Existin
BOOS=W_ DMC 2005 over Wood Deck New or Eidstin
450-WO DMC 450 over Wood Deck.(New or Existing)
5V-VJii OMC 5V over Wood Deck New or Existing)
DRX150012 FL77676-R2 Page'1 of 7
This,evaluation-report is provided for State of Florida product approval under Rule 61G203.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.
METALS,INC.
,t--' CREEK
.m*- C E DREXELMetall Roofing
TECH irCAL S£Rh:iCES,LLC APPENDIX B
Approved Systems for DMC 140NS over Wood Deck(Neer or UsUn9}
System Deck Fre Barrier Undetiayment Roof Panel Panel Attachment MDP
No.
100NS W T Min.15/32 OPTIONAL As required per 24 ga DMC 100NS DMC;i00NS Standard a0arhment with fasteners ..g7 5
COX plywood Versashield Soto FBC Max 16-inch wide spaced 10.5 in.o.c.
100NS W2 Min..15/32 OPTIONAL As required per 24 ga.DMC ICONS DMC 100NS Standard attachment with fasteners .120
COX plywood Versashield Soto FBC Max 164nch wide spaced 525 in-oc.
100NS-W3 Min..15132 OPTIONAL As required per 24 ga.DMC ICONS DMC ICONS Enhanced attachment with fasteners -1
35
COX plywood Versashield Solo FBC' Max.164nch wide spaced 5.25 in.o c.
Approved Systems for DMC 150SL over Wood Deck.(NeWor Existing)
System Deck Fire Barrier Undedaym6rit Roof Panel Panel Attachment M f
No. (P
150SL-W1 Min.15/32 OPTIONAL As required per 24 ga.DMC 150SL DMC 150SL Standard enachment with clips -52.5
COX plywood Versashield Solo FBC Max 16-Inch wide spaced 16 in-o.c.
Approved Svstems for DMC 150SS over at Deck(New or Existin
System Deck Fre Barrier insulation . Underlayment Roof Panel PanelAttachment _ MDP
No: (Pso
Min.22 ga. Min.-1 in.Approved 24.ga.DMC 154SS AMC-15OSS#14 Butterfly attachment with
150SS-S1 Type B, As req itBd poiyisocyanur'ate As mWired per F8C Maxi 64nch wide clips spaced 36 in.o.c. X1'7
Grade 80 Steel Insulaeon board
Win.22 ga. MIn.1 in.Approved Approved ASTM D 24.ga.DMC 150SS DMC 150SS#f4 Fixed-90 attachment
150SSS2 Type 8, As required potyisoryanuraie 1970 underlayment Max.I&inrih wide with clips spaced 16 in.o.c. 71
Grade 80-Steel Insulation board
Min.22 ga. Min.t in.Approved 24 ga.DMC 15OSS DMC 15OSS#14 Butterfly attachment with
15OSSS3 Type B, As required potyisocyanurate As required per FBC Max 16inch wide clips spaced 24 in.o.c. 924
Grade 80 Steel insulation board
DRXI5001.2 FL17678-R2 Page 2 of 7
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 evatuatfon report does not express nor imply warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
CREEK
DREXEL METALS,INC.
C E K Metal Roofing
TEcHmiGAL SERVICES.LLC
APPENDIX C
DESIGN%MND LOADS
The following tables provide design wind loads for components and cladding in accordance with Section.1609 of tfie.FSC 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 I,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 gable/Hp roofs with roof slopes between 2:12 and 6.1:12
5. Al calculations are based an 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. Va¢is shown in the tables below.Design wind loads are calculated using Vasd=VwgO.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 Roof Height),whichever
Is'smailer,but not less than either•4%of the least horizontal dimension or 311
Gable Hip \
a
_ a _
3 2 3 a 2 a
2 1 2 2 1 2
131 2 3. a - 2 a
13RX15001.2 FL1767&R2 Pagel 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 thmughoulthe 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.
DREXELMETALS,INC.
CREEK
Metal Roofing.
TECHNICAL.SgR V i CES„LLC
APPENDIX`C
.. .' �,:--• ., ^`Ga61eMi',Roofs in'Exposuro B Rootslo"between 2:12 and 6:1:12 -�:`.
Bulidmg Mean 13.s16
d m h
Type ?2one Roof 12D 130
H 140 150 160 _170 180 190 200
ei ht'ft
20 -14.2 -16:7 -19.3 -222 -25:3 -28.5- 32.0 35.5 -39.5
25 .. -14.2- -16.7 -133. -22.2 -25.3. 28:5 -32:0 -35.6 39.5 -
1 30` -14.2 -16.7 -19.3 -22.2 -25.3 -28.5 -3Z0 35.6 39.5
40. -15.4 -18.1 -21.0 -24.1 -27:4 -31.0 34.7 .38.7 - -42.9
50 -16:5 -19.3 -22:4 -25.7 -29.2 33.0 -37.0 -1.2 -45.7
60, 17.3 -20.3 23:5 - -27.0 -30.7 -34.6 -38.8 43.3 47.9
20 -24.7 -29.0 -33.7- -38.7 -44:0 A9:7 -55.7 -62:0 -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 36:7 -44.0 -49.7 - -55.7 - -62.0
40 -26.9 -31.5 -36.6 -42.0 -47.8 53.9. 60.4- -67.3 -74.6.
50 -28.6 33.6 39:0 -44.7 -50.9 ... 57.5 -64.4 -71.8 -79.5
60 30.0 35.3 -40.9 -46.9 53.4 50.3 -67.6 75:3. -83.5
20 -36.6 .-42:9 -49.8 57.2 - -65.0 -73.41. -82.3 -- - -91.7.- -101.6
25 -36.6 -42.9. -19.6 =57.2 -.:-65.0 -73.4 -82.3 -91:7 :101.6
3. 30.: 36.6 42.9. 49.8 572 -65.0 -73.4 -82.3. -91.7 -101.6
.40 -39.7 -46.6 -54.1 -62.1 -70.6 -79.7 -89.4 -99.6' -110.3
50 -42.3 -49.7 -57.6 -66.2 -75.3.- -85.0. _ -95.3 -=106.1 -117.6
60" -44.4 52.1 .-60.5 ---69.4 - -79.0' _ -89.2 -100.0 -111.4 -123.4
20 -19.1 -224 -26.0 =29.8. -33.9" 38.3 42:9 147.8 53.0
25 -19.1 :22.4' -26.0 29.8. 33.9 38.3 -42.9 -47:8 -53.0
30 -19.1 -224 -26.0. 29.8 -33.9' 38.3 -42.9 47.8 53.0,
1 40 20.7 ,24.3 -28.2'. -324 -36.8 41.6 -46.6 51.9, .. 57.6 '
50 -22.1 -25.9 30.1 -34.5 x-39.3 _ -44.3 -49.7 -55:4.. -61.3
60 :232. -27.2 .. -31.5 36.2 -412 46.5 52.1 581 -64.4
20.' -29.6 34.8 _ 40.3- - 46.3 526 .-59.4 -66.6 -74:2 32.3
25 -29.6 34.8. -00.3 -46.3 -52.6 -59:4 -66.6 -742 .-82.3
Partially 2 30 -29.6 =34.8: 40.3 -46.3 52:6 59.4 -66.6 -74.2 82:3
Enclosed - 40 - 322 --37.7. . _-43.8 -50.2 -572 _ 64.5" -72.3 -80.6 -89.3
50 734.3 -40.2- -46:6"- -53.5 -60.9- -68.8 -77.1 -85.9 -952
60 -36.0 -42;2' -48.9' 56.2 53.9 -72.2 -80:9 -90.1. -99.9
20 -41.5 -48.7 56.4 -64.8 -73.7 -83-2 -93.3 -103.9 - -115.2
25 -41.5 -48.7 56.4. -64.8 -717 =83.2.: -93.3 -103.9 -115.2
3 `30 -41.5 .-48.7 56.4- -64.8 -73.7. "-83:2 -93.3. 403.9' -115.2
40
:-45.0 52:8 61.3 -70.3 -80.0 -90.3 101.3. 412.8 -125.0
SO 48.0 -56.3 65.3 75.0 853 -96.3 107.9' =120.3` -133.3
60- - -- -50.3 '-59.1 -68.5. 78.7 -89:5 -101.0, - -113:3 -126-2 -1399
DRX16001.2 . . FL17678-R2 Page 2 of 4.
This.evaluation report is provided for State of Florida product approval under.Rule;61G203.The manufacturer shall nalffy CREEK Technical Services,LLC of arty product changes or
quality assurance.changes throughout-the-.duration for which this report Is valid.This evaluation report does not.expres.s not imply warranty,installation,recommended use,or other
product ati ibutes.that are not specifically addressed herein.
METALS,IN&.
JCREEK
DREXELMetal Roofing
TEGi4N161L SERVICES,,LLC
APPENDIX C
GablelHi Roorsin bsurLC Rbbfslo ebetween2:17a0d'6tii12
BuildingMean- „ BaslcYlBnd'S'"ed h
Type Zone Roof '-12Q m,130, 140 ;r 150 ,';1,60 170180 190` `200
Her ht'ft
20 -18.3 _.-21:4 -24.9 -28.6 325 -36.7-- -41.1 45.81. SO.B
25 -19.1 -22A -26.0 -29.8 -33.9 -38.3 -129 - -47.9 33.0
30 -19.9 -23.4 -27.1 -31.1 -35.4' -39.9" .44.8 -49.9,. 55.3 -
1 .40 -21.1 -24.8 -28.7 -33.0 -37.5: -42.4 47.5 529 -68.7-
50 -221 -26.0 50.1 -34.6 -39.4 -14.4 ,49.8 =55.5. -61.5
.60 -22.9 -26.9 51.2 35.9: 40.8 46.1 51.6 =57.5. =63.7
20 "- 31.8 -37-3 -43.3 49-7 -56.6 53.8 -71.6 :-79.8 .. -88A' .
25 33.2 -39.0 -45.2 51.9 59.1 -66.7 -74.8 53.3' -92.3
Enclosed 2 30 - 34.6 .40.7 -17.2-_ -54.1 -61.6 -69.5 --77.9 36.8 -96.2
-40.. 36.8 -43.1 50.0 -57.4 -65A -73.6 .-827 -92.2 - -1021
50 738.5 =45.2. -52.4. -60.2 =68.5: -77.3 -86.7.• 796.6 -107.0
60. 39.9 -46.9 54.4 -624 -7.1.0 -80.2 -89.9 -100.1 -111.0
20 47-0 -55.2 -64.0! -73.5 -83.6 54.4 -105.8 -117.9 -130.7
25 49:1 -57:7 -66.9 -76.8 -87.3 -98.6 -110.5 4232 -136.5
3. 30 31.2 -60.1 59.7 -80.0 -91.1 -102.8 -115.3 -128.4 -1423
40 -54.4 53.8 -74.0 -84.9 796.6 -109.1 -1223 - 436.3: ' -151.0
50 SI.0 -66.9 -77.5 -69.0 -101.3" -114.3- -128.2 -142.8. -158.3
60 59.1 -69.3 -80.4. -92.3 -105.0 -118.5 -132.9 -148.1 -164.1
20 -24.5 -28.8 33.4. . -38.3 '-43:6 -49-2 - - 552. :-61.5 -682
25 -25.6 30.1 -34:9 10.0 45.6. -51A -57.7 -64'2 -71-2
1 30 -26.7 31:4 36A 41.7 47.5 -53.6 -60.1 =67.0 -742
40 -28.4 33.3 38.6 -44.3 50.4 -56:9 -63.8 41.1 -78.8'
50 -29.7 34.9 40.5 46.4 -52.8 -59.6 -66.9 -74.5 -82.5
60 -30.8 36.2• -41.9 -48.1 54.8 -61.fl -69.3 7772. =85.6'
20 -38.1 -44.7' _ -51.8' -59.5 -67:7 -76.4. -85.7 -95.4' _ -105.8
25 -39.8 -46.7 -54.1 -621 -70.7 79.8 -89.5 =99.7 -110.5
Partially 2. 30 -41.5 ,48.7 -56A =8448 -73.7 =832 -93.3 -103.9" 4152
Enclosed 40 -44.0 -51.6 59.9 -68.7 -78.2 -88.3 -99.0 410.3 -1222
50 46.1 -54:1 -62.8 420 -810 -925 403.8 -115.6 428.1
60 -47.8 -56.1 -65.1' -74.7 -85.0 -95.9 407.6 -119.8 -132.8
20 -513 52.6 -72.6 -83.3 -94,8 407.0 -119.9 -133.6 -148.1
25. 755.7 =65.3 -75.8 . -87.0 -99.0. 411.7 -125.3' -139.6, -154.6
3 30 58.0 -68.1 -79.0 -90.7' -103:2 ' . 116.5 '-130.6 --145.5 -161.2
40 -61.8 72.3 -83.8.. _ -96.2 -109.5 -123.6 -138.6 154.4 -171.1 -
50 -64.6 -75.8 -87.9 -100:9 r114.8 -129.6 -145.2 -161.8 -179.3
60 -66.9 -78:5 -91.1 -104.6 -119.0 434.3 -150.6 -167.8 1 485.9
DRX150012 "FL17678-R2 Page 3 of 4
.This evaluation report is provided for State of.Florida product approval under Rule MGM&The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is�valld. This evaluation report does.not express nor imply warranty;instaflation,recommended use,or other
product attributes that are not specifically addressed herein. - --
CREEK
DREXEL METALS,INC.
` ' Metal Roofing
TECHNiCALSERVtCES,LLC
APPENDIX C
Gabll Ift Roofs in Eliposureb Roof slope between-2.12 and 61:12
Mean
Building Basic Wind S eed m h r-
Hei ht ft 170 180 `. 190; 200
Zone Raof. 120 130. 140 150 160%
20 -21.9 -253': -29.9 -34.3 -39.0 -44:0 -49.3 -55.0. 50.9
25 -22.7 -26.7 -31.0 -35.5 -40.4. -45.6 51.2 -57.0 -6.3.2
1 30 -23.6 -27.6 321 -36.8 -41.9 -47.3 53.0 -59.1 -65.4
40 -24.8 -29.1- -33.7 58.7 -44.0 -- -49.7 -55.7 -621 -68.8
50 -25.8 30.3" 55.1 -40.3 -45.9 51.8 -58.0 -64.6 -71.6
60 -26.6 -31-.2 56.2 -41.6 -47.3 53.4 -59.9 -66.7 -73.9-
20 382 1 -44.8 520 59.7 -67.9 -76.6 -8S.9 -95.7 -106.0
25 -39.6 1 -46.5 - -53.9 -61.9 -70A 79.5 -89-1 -99.2 -110.0
Enclosed 2 30 41.0 48.1- -55.8 =64.1 -72.9 -82.3 -923 -1028 -113.9
40 -43.1 50.6 -58.7 57.4 -76.7 -86.5 -97.0 -108.1 -119.8
50 -41.9 -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 -92.9 -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 -58.5 -68.7 -79.7 -91.5 -104.1 -117.5 -131.7 446.8 -162 6
3 30 -60.6 -71.2 -825 -94.7 -107.8. -121.7 -136A -152.0 -168A
40 -63.8 -74.8 -86.8 -99.6 -113.4 -128.0 7143.5 -159.9 -177.1
5o. -66.4 -77.9 -90:4 -103.7 -118.0 -133.2 1 -149A -166.4 -484A
60 -88.5 -80.4 -932 -107.0 -121.7 '-137.4 -154.1 -171.7 4902
20 -29.4 54.6 -40.1 -46.0 -52.3 -59.1 -66.3 -73.8 -81.8
25 30.5 35.8 -41.6 47.7 -54.3 51-3 -68.7 1 -76.5 -84.8
1 30 31.6 -37.1 -43.0 -49.4 -56.2 53.5 -71.2 -79.3 -87.8
40 .33.3 39.6 -45.3 -52.0 -59.1 -66.8 -74.8 -83.4 -924
50 34.6 40.6. 47.1 -54.1 -61.6 -69.5- -77.9 -86.8 -962
60 35.7 41-9 -48.6 55.8 -63.5 -71.7 -60.4 -89.5 -99.2
20 45.7 53.6 -622 -71.4 -812 -91.7 -102.8 -114.5 -126.9
25. 47.4 55.6 -64.5 -74.0 =842 - -95.1 -106.6 -118.6. 431.6
Partially 30 -49-1 57.6 _-66.8 -76.7 -87.2_ -98.5 -110A -123:0 -135.3
Enclosed 2 40 -51.6 50:6 -70.2 -80.6 -91.8 403.6 -116.1 -129.4 -143.4
50 -53-7 -63:1 -73.1 -83.9 -95.5 -107.8 -120.9 -134.7 -1492
60 -55.4 =65.0. 45.4 -86.6 =98.5 -111.2 -124.7 -138.9 -153.9
20 -64.0 -75.1. -87.1 -99.9 -113.7 - -128.4 -143.9 -160.3 477.7
25 56.3 -77.8 -90.3 -103.6 -117.9 -133.1 -149.2 -166.3 -184.3
3 30 58.7 -80.6 -93.5 -107.3 -122.1 -137.9 -154.6 -172.2 -190.8
40 -72.3 -84.8 798.3 -1129 -128.5 -145.0 -162.6 -181.1 -200.7
50 -75.2 -88.3 -1D2.4 -117.5 -133.7 151:0 169.2 -188.6 -208.9
6D 77.6 -91:1 -105.6. -1212 .-137.9 -155.7 -174.6 -194.5 -215.5
DRX150012 FL17678-R2
Page 4 of 4
This.evaluation report isprovidedfor State of Florida product approval under Rule 61 620-3.The manufacturer shall notify CREEK Technical Services.LLC of any product changes or
quality assurance changes throughout the duration for which this report isvatid. This evaluation report does not express her Imply'warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.