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2 — RECS" �
Product Approval
a
USER:Public User DEC 03 2019
P-6-1 xi:nto-i M-u>Prrxiuct a*sotihct:on 5;-9rth.>Aps 7"catian List>Application it
i --- ST. Lucie County,
Permitting
F.L17678-RS'
;tet
Application Type Revision
Code Version
Application Status Approved'
Comments
Archived
Product Manufacturer 0jshui,-nate@drexmet.c6m
tals,Inc:'
Address/Phone/Email ad Drive
A 18974
-1511.
drexmet.'com
Authorized.Signature mate
@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.,at)Interiek.Company
Quality AssuranceContract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
2�1 Validation Checklist-Hardcopy Received
Certificate of Independence F-( 767B RS CLIC DRX15001 5 2Q17-6 Evaluatinn Rennrr iynnHVHZ
FINAL.pdf
Referenced Standard and•Yean(of Standard) Standard Year.
ASTM B 117 2016
ASTM G 155 2005
TAS 100 1995 J/i[
TAS 110 2000
TAS 1.25 p�2003 gVI �� �� t p
UL 580 Ep/ED FOR
UL1897 L "�
CODE COMPLIANC
Equivalence- STLUCI COUNT Certifiedified a By
Sections from the;Code B`m'CC.,
File Copy
I�
Product Approval Method Method1 Option D
Date Submitted 04/19/2018
Date Validated 04119/2018
Date Pending FBC Approval 04'/22/2018
Date Approved 06/12/2018
Surnmary of Products
FL# Model,Number or Name Description
17678.1 Drexel Metal Roofing Systems DM IOONS, MC 150SL,DMG150SS,DMC 1755;DMC 2005, I
DMC C 5V&DMC to rugated 1
Limlts-of,Use, Instauaiion.instructions,
Approved for use in HVHZ:No l=L11678 R5 Ir DRX15C01 5 70117 FBC Evaluation Report
Approved for use outside-HVHZ:Yes oritiVti FINAL:Ddf
Impact Resistant:N/A Verified By:Zachary jR.-PiiestPE-74021
besigp Pressure:+01-180 Created by Independent Third.Party:Yes
Other:See evaluation report for limits of use Evaluation Reports
FLt 7678 RS A- DRX15001 2057 FBC-Evatuat9an Renort
N6nHVHZ"FINAL.odf
Created'by Independent Third Party:Yes
eack Next
Contact US:;2601 Blair Stone Road Tallahassee Ft 32399 Phone:850-487-1824
The State of Florida isanMIEEO employer.Copyright 22007=2023 State of Florida..::Prlvacv 5liaternen::Accessibility Statement::Refund Statement
under Florida taw,email addressesarepublic records.If you do not want your a-mait address released m.response-to a putitic-records request,do not send electronic
mail to this entity.instead;contact the oftice,by phgne'orby tradiHonal'maii.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 adtlress if they have one.The emaits
provided may be used for official communication with the licensee.However email addresses are public record.It you do not wish to supply a-personal address,please
provide the Departoient 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:`
Credit Carel
Safe
Certificate of Authorization No:29824
R E E K17520 Edinburgh Dr
(. Tampa,FL33647
TECHNICALSERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING.CODE,.6'EDITION(201.7)
Manufacturer: DREXEL METAL'S, INC: Issued.April 19, 2018
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.(QLIA1844)
SCOPE
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
ArchitecturalTesting(TST1558) 58389.01-122-44 UL:5$0. 2006
Architectural Testing(TST1558) 58459.01='M44 UL580 2006
Architectural Testing(TST1558) 58461.01-122-44 TAS 125 2003
Architectural Testing(TST1558) 82776.01.109-44 UL 580 2006
Architectural Testing(1ST1558) UL 1897 2012
82784.01-109-44 UL 580 2006
UL 1897 2012
Architectural Testing(TST1558) 83296.01-109-44 UL 580 2006
Architectural Testing(TST1527) UL.1897 2012
H3245IOl-450-18 TAS 125 2003
Architectural Testing-(TST1527) H9058.62-450-18 TAS 125 2003
Architectural Testing(fST1527) H90.58.01-450-18 TAS 125 2003
Force Engineering&Testing(TST5328) 178-b054T=12 (JL 580 2006
UL 1897 2012
Force Engineering 8 Testing(TST5328) 1 78=0 0557-1 2. UL 580 2006
UL1897 2012
Hurricane Test Laboratory(TST1527) 0287-0209707 TAS 125 2603
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
PRI Construction Materials Technologies(TST5878) TAS 116 2000
VLS-004-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) DMC-004-02-01 TAS 110 2000TAS 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(TST5870) DMC-007-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) DMC-00.8-02.01 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 TAS1100 1995
PRI Construction Materials.Technologies(TZ,T5878) DMC7017-02-01 Rev 1 UL;580 2006
UL1'897 2012
DRX15001.5. FL17678=R5 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 forwhich this report'is valid.
This evaluation report does not express nor imply warranty,installation,recornmended use,or other product attributesahat:are.not
specifically addressed herein.
DREXEL METALS,INC.
Metal Roofing
CREEK
TECHNICALSE:OviCES.I-I-C
Enti Report:No. Standard Year
PRI Construction Matedals:Technologies(TST5878) DMC-0118-02-0.1 UL 5810 2006
UL 1897 2012
PRI Construction Materials Technologies&ST5878) DMC-024-02-01 UL 580 2006
UL 1897 2012
PRI Construction Materials Techricilogies(TST5878) DMC-033-02-01.1 UL 580 20,05
UL 1897 201.2
PRI Construction Materials Technologies(TST5878) DMC-037-02-01 UL 580 2006
UL1897 .2012
PRI Construction Materials Technologies.(TST51378) DMC-037-02-02 UL 580 405
UL 18917 20-i2
PRI Construction Materials Technologies(TST5878) DMC-038-02-01 UL580 2006
UL 18 2012.
P1191AUCT DESCRIPTION
DMC 10ONS Profile:
�hsni�q lockseam;�ax.16 in.coverage
Description,�j Noh-structural,.snap.lock standing seam roof panel with integral perorated nail
Strip
Material Min.,24 ga. Fluropon(D coated ASTM A702 AZ5 ,or
1 ASTM A653 G20;Fx�= in.�O ksl; Shall conform with FBC Section 1507.4.3
1!i2L_
DMC 150SL Profile: 1 1.5
Description: Non-structural;snap lock standing sears roof panel
Material: Min.24,ga.Fluropon@ coated ASTM A792 AZ50,or
ASTM A653 G90; , Min.50 ks
i: Shall conform.with FBC Section 1507.4.3
F -
fA I-
16
DRX15001.5 FL1767&R5 Fage,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 Servicesj 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.
CREEKMetatRoofing
f
TECHNICAL SERVICES.LLC
DMC 150SS Profile: 1.5 in.mechanical seam;,Max. 16 in coverage.
j Description: Non-structural,mechanical lock-standing'seam roof pane(
Material;, 1 Min.0.0.32 in.Fluropon@ coated.ASTM B209 aluminum;,Fy=min.16 ksi; Shall
{ conforrn.with FBC Section 1507.4.3
Min.24 ga.FluroponO coated,ASTM A792 AZ50,or
IASTM A653 G90:Fy=min.50 ksi; Shall conform with FBC
.Sectian 1507.4.3
i
e"
–I 1�
2 a„ I I
1
12
( --- — 16"
t.
DMC 175S j Profile: 1.75 in.snap lock seam;Max. 18 in.coverage
Description:, i_Nan-structural,snap lock standing searrt:roof'pane!
i Material: Min.0:032 in.Fluropon@ coated ASTM B209 aluminum.Fy=min..24 ksi; Shall
^conform with FBC Section 1507:4:3
l Min.0.040-inch Fluropon®coated ASTM B209 aluminum(Fy=min.20 ksi) Shall.
conform with FBC Section.1507:4.3 .... _� ..
Min.24 ga.FluroponO coated ASTM A792 AZ50,or
ASTM A653 G90; Fy,=min;50 ksi; Shall conform with FBC Section 1507.4.3
i
r
i
DMC 200S I Profile::_ 2`.in.mechanical seam;Max.16 in.coverage
Description Non-structural,mechanical lock standing s_eam_roof panel
3 Material: Min:0:04,61n.Fluropori®coated ASTM B209 aluminum;Fy=min:20 ksi; Shall
conform with FBC Section"!507.4 3 _
Min.24 ga.Fluropon®coated ASTM A792 AZ50,or
i . ASTM A653 G90;Fy=min.50 ksi; Shall iconform with FBC Section 1507.4.3.
I
I tw'
1
DRX15001.5 FL17678-R5 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 alid.
This evaluation report does not express nor imply warranty,installation,recommended use,of other,product attributes that are not
specifically addressed herein.
U=
CREEK DREXEL METALS,INC.
Metal Roofing
TECHNiCAL SERVICES,LLC
DMC 450 Profile: 1.5 in.snap lock seam;Max.16 in.coverage. f
Description: ; Non-structural,snap lock standing seam roof,panel with concealed clip
Material: Min.24 ga.ASTM A792,orASTM A653;: Fy=.min.50 ksi; Shall conform with_:FBC-
Section 1507.4.3
r
j Min.0.032.in. Fluropon®.coated ASTM B209 aluminum;Fy min.24 ksi; Shall
i conform with FBC Section 1507.4.3
i
i
16^
f
r
DMC 5V ; Profile: 1 3/8 in.ribs;Min.21 in.,Max.24 in.coverage
I
Description: Non-structural,through fastened roof panel.,. .
Material. i Min.,26 ga..Fluropon®coated ASTM A792 or ASTM A653 G90;Fy=min.50 ksi;
I Shall conform.with FBC Section 1507.4.3
Min.0.032 in.Fluropon®coated ASTM 82.09:aluminum;Fy=min.23:ksi; Shall
is conform with FBC Section 1507.4.3
f
t
i
I
l — 21"up7 to24"Coverage
4
I
1
t.
DMC Profile: f 112 in.corrugation;21 in.coverage
Corrugated i scri_ption: l Non-structural,through fastened roof panel _
IMaterial: 1 Min.26 ga..Fluropon®coated ASTM A792 or ASTM A653 G90-;IF —min.40 ks i
i Shall conform with FBC Section 1507.4.3' y
Min.0.032 in.Flurdpon®coated ASTM 8209 aluminum;Fy,=min. 19 ksi; Shall,
conform'with FBC Section 1507.4.3
i
i
DRX15001.5 FL17678-R5. Page 4 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,-LLC of any product.changes'.or quality assurance.changes throughout the duration for which this.report is-valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or otherproduct attributes that are not
specifically addressed.herein.
DREXEL METALS,INC.
CREEKf Metal Roofing
Tl=ckNiCAt_SER+l10ES,.LLC 1
LIMITATIONS
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 1507.42.
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-9 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 withthe Florida Building
Code,6th Edition(2017)as evidenced in the referenced documents submitted.by the named manufacturer.
19`�teeial�.�rm��o .
%% R.
py R, p rye
CEA/
No 7.4021 ZQ18.04.19
- ' 07:24:23
�9. STATE OF .'jU -04`00'
41
O lv
��� <p R O ���`� Zachary R.Priest,P.E.
�N A ��% Florida da Regi No ANE9 41021
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)
DRX15001.5 FL17678-R5 Page 5 of 5
This evaluation report is.provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC or 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.
tom. DREXEL METALS,.INC_
EES Metal Roofing
TECHNICAL SERVICES,LLC
APPENDIX.A
INSTALLATION
Note-Refer t0 the APPRoyen R60F SYSTEMS Section of this report for Specific installation defaikrof a Selected system.
Unless otherwise specifi Is re wing installation details shall be met for the named.products:
Component Product installa'on'Detail
#9-15 HWH wood screw
with sealing washer
#10-14 HWH wood.screw
Wth:sealing washer Shall pene rate through the sheathing a minimum 318 in. Must be corrosion
#10=I5 HWH wood resistant.in accordance with.FBCsection 1507.4:4.
Fasteners. screws'with:dual threads
and sealing washer
#10-13 PH wood screw
#10-16 DP3 PH self--
drilling screw ShI penetrate.through the top rib of the steef deck a fninimum 3/4 in. Mustbe
#14-13 DPI PIself- osionresistant in accordance.with FBC section 1507.4.4.
drilling screw..
Bearing Plates 18 ga.Bearing Plate
e e
24 ga.in-seam clip:
j�
DMC 150SL Clip fi j
. A
Clips 24,ga.SS in=seam clip
76
16 -L
24 ga.DMC 15OSS Clip 3"
8
o . (
U 2"
DRX15001.5 FL176787R5 Page 1 of 12
This evaluation,report.is,provided for State of.Florida product approval under Rule 61G20-3. The,rhanufacturer shall notify CREEK
Technical Services,LLC ofany product changes orquality assurance changes throughout the duratiionfor 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
r_:.. .
t-'~ Metal Roofing
TECHNICAL SERVICES,LLC APPENDIX A
Component Product Installation Detail
18 ga.base;22 ga.butterfly in-seam:clip;120 in.length;:top slider 12 In.dxc
I
DMC 2009 Continuous
Butterfly,Glip,
i° •rr
Clips(Confd) 24 ga.in-seam,clip
DMC 450 CI1p
24.ga.SS in-seam clip
DMC 450SS Clip
Sealants gostik Chem Calk 915'. in continuous beads along the seam
Fastening-Details.
Noinenclafure. Attachment
DMG :O PANE.'
10 - 13 PH
DMC 100NS standard
_.. # A
�. SOS 1
DMC 10ONS Enhanced —13 P W
0
DRX15001.5 171_17678-R5 Page 4 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 anyproduct_changes or quality assurance:changes throughout the duration for which this report is:valid.
This evaluation report does noIvexpress nor imply warrantyi1nstallati6ni recommended use,or other product attributes that are not
specifically addressed.herein:
'"µr DREXEL"METALS;INC.
CREEK
Metal Roofing
TECHNJCALSERVICE:S LLC
APPENDIX B
APPROVED ROOF.SYSTEMS
The following notes shall be observed when using the.assembly tables below.
1. Maximum besign Pressure(MDP)was calculated using a 21 margin;ofsafety.per FBC Section 1504.9_
2. Refer to LimiranoNs and sections of this evaluatiomwhen using the tables)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 (mc-)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(Fr=min.33 ksi)Wide Rib Deck(Type WR)
conforming to ANSI/SDI-RD1.0&FBC.
6. Wood Deck shall be designed by others_in accordance with FBC requirements and shall be minimum 151324nch thick APA Span-Rated plywood
sheathing.at maximum 24-ir ch span.
Roofs stem Numbers and Definitions
14 WS-4V11
DMC I OONS-over.Wood Deck New orExisting)
-
150$L�NS DMC150SLoveverWood:Deck.Newor Existing)
150SSS
DMC d50SSorSteel Deck(New orExstin
15 S-Wk DMC 150 3S over.Wood Deck New orExisting)
1755-SO DMC.175S over Steel Dg
1755-W9ver ood Deck new or Existin- -
DMC2005 over Steel Deck(New or Existing)
200 -vJ#. DMC 2005 over Wood Deck(New or Existing)
.450 VJ# DMC 450.over Wood Deck(New or Existing)
5V DMC 5V over Wood Deck New or Dustin
1 DMC Corrugated over Wood Deck(New orExistin
Approved Systems for DMC 100NS over Wood Deck(New or Existing)
System Deck Fire Barrier Uriderlayment Roof Panel Panel Attachment MDP
No. (pso
100NS-WI Min.15132 OPTIONAL 24 ga:DMC ICONS DMC 100N§Standard attachment
COX plywood Versashield Sob As required per FBC Max.164nrh wide with fastener spaced.10.5 in.o.c. •97.5'
1o0N5-W2 Min.1M2 .OPTIONAL p q required per FBC 24 9a:-DMC ICONS OMC ICONS-Standard attachment _120
COX plywood VersashieldSolo Max.16-inch wide with fasteners spaced 525 in,o.c:
ICONS-W3 Min:'15/32 OPTIONAL As requ retl per FBC 24 ga.:OMC ICONS OMC 106NS Enhanced attachment
.COX plywood Versashield`Solo -. Max.18-inch while" 435
with fasteners:spaced 5.25 in.o.o:
DRX15001.5 FL17678-R5 Page I of 8
This evoloation mpon is provided for State of Florida product approval under Rule 67G20-3. The manufaoturer shall notify CREEK Technical Services,LLC of,any product changes or
quality assurance changes throughout the duration for which this report is palid. This evaluation report does not express nor imply warranty,installation,recommended use,ora
p athibutes that are not'specifically addressed herelm -
�. DREXEL METALS,INC.
t�R� INeta!Roofing
ar TECHNICALSERvICM LLC
APPENDIX C
DESIGN WIND LoAos
The following fables provide design wind loads for components and cladding in accordance with Section 1609 of the_FBC and ASCE 7-10 under the following
provisions:
1. For Hip roofs behveen 2:12,and 5.6:12,Zone 3 shalt be treated as Zone.
2. Wind speeds for risk.category 1,11,Ill,and IV buildings shall be as defined in Section 1609 of the FBC.
3. Exposure B,C.and D shall betas defined'in section 1609 of the FBC_
4. Design wind toad provided onty,forgablefhip roofs with roof slopes bgtwe in 2:12 and 6.112
6. All calculations are based on an effective wind area of 10-ft.or less.
6. Topographic factors such as escarpments or hills have been`excluded frorn'the analysis
7. Overhangs have been excluded from the analysis.
8_ Wind directionality factor,Ka=0.85.
9. Vwt is shown in the tables below.Design Wind loads are calculated using V.d=Vun10.6 par 1609.3.1.
10. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professioriai
11. Zones 1,2,and 3 shall be defined as shown below. Dimension'a'shall tie 10%of.the least horizontal dimension or(0.4 x Mean Roof Height),whichever,
is smaller,but not less than etcher 4%of the least horizontal dimension or aft
Gable Hip
a�
\a
3-1 2 _ 3 "a \ 1 2 ( a
� 1
t
} i
i
2� 1 2 2 2 .2 2.1 1 2 2 1 {}2
i � 1
32
(3 3( 2 211.
DRX15001.5 FL17678•R5 "_ page.l of4 j
This evaluation repon;is provided for State of Florida product approval under Rule 61 G20-3.The manufacturer shall notify CREEK Tei•2rni6al�Sorviees,LLC of any product changes or
quality assurance changes throughout the duration for which this report Is.valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
I
e
DREXEL METALS,INC.
;l •
CREEK Metall2oofing
TECHNICAL SERVICES,LLC
APPENDIX C
:< ='GatiSetN!"Raiis'1ri
Expostj (Roof-"sla a hetrreaii 2t-12 and&:1 1 a
8elld;og i Meed::
6asrcWut m h
Zone Roo[
ff
0-16.7- 19.3 ,-22.2 -253 -26.5 -32.a 35:6 -39:5
25 -16.7 -19:3 -22.2 -25.3 28.5 -32A 35.6 -39.5
30 t6k7 19:3 22.2 -25.3 -28.5 32.0. 35.6 39.5'
40 -1811 -21.0 -24.1 -27.4 -31.0 34.7 -38.7 -42:9
50 -19.3 -22.4 1 -25.7 -29:2 .-33.0 -37.0 -41.2
60 -17.3 -20.3 -23.5 -27.0 -30.7 =34:6' -38:843.3 47:9. i
20 -24.7 -29.0 1 =33.7 38.7 -44.0 -49.7 -55:7 -62.0 -68.7
25 -24.7 -29.0 -33.7 -38.7 44.0 -49.7 55:7 62:0 68.1
Enclosed. 2 30 -24.7 1 -29.0 -33.7 -38.7 -44.0 49.7 1 -55.7 -62.0 -687-
40 -26.9 -31.5 -36.6 -42.0 1 -47.8 -53:9 -60.4 -57.3 7476'•
50 ,285 -33.6 --39.0 44.7: -50.9 =57.5 -64.4. -71.8 -79.5.
60 -30.0 -35.3 4M9 46.9- -53.4 -60.3 -67.6 75.3 -83.5. -.
20 -36.6 -42:9 49.8, -57.2 65.0 -73.4 -82.3 I -91.7 -101.6
25 -35.6 42.9 -49.8 -5Z2 X5:0 -73:4 -82.3 -91.7 -101`.6
3 30 -35.6 -42:9 -49.8 -57.2 -65.0 -73A -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 ;e5:0 -95.3 -106.1 -117.6
60 -44.4 -52:1 -60.5 -69.d _-79.0 =892 -100.0 -111.4. -123.4
20 -19:1 1 -22.4 -26.0 -29A- -33:9' -38:3- 42.9 47:8' -53.0
25 -19.1 -22A -26.0 -29.8 -33.9 -38.3 -42.9 77.8 •53.0
30 -19.11 214 -26:0 -29.8 -33.9 -38.3 429 1 47.5 -53.0 I
1 40 -20.7 1 -24;3 -28.2 -32.4 -36.9 '41.6 46.6 -51.9 -57.6'
-50 -22:1 -25:9 -30:1 -34.5 39:3 44.3 49,7 55.4 -61.3
-6T .-23:2 -272 -31.5 -36.2. 4.1.2 46.5 -52:1 -58.1 -64.4
20 -29.6 -34.8 -40.3 -46.3 -52.6 -59.4. -66.6 -74.2. -823-
25. -29-6 -34:8 -40.3 -46.3' -52.6 -59-4. -66:6 -74.2 -82.3
Partially 30 -29.6 -34.8 -40.3 '46.3 -52.6 -59A -66:6 -74.2 -82.3
Enclosed 2 40 -32.2 -37:7 -43.8 -50.2 -57.2 -64.5 -72.3 -80.6 49.3
50 -34.3 -40:2 46.6 -53.5 -60.9 -68.8. -77.1 -85.9 -95.2
60 -36.0 42.2 1 48,9 -56:2 63.9 72.2 -80.9 -901 -99-9
20' -41:5 -48:7 1 -56.4 -64.8 -73.7 =63.2 -93.3 -103.9. -115.2
25 41.5 -48.7 -56:4 -64.8 -73.7 -83.2 -93.3 -103.9 -1152
3 30 -4115 -48:7 -56.4' -64.8 -73.7. -832 -93:3 -103.9 �25.O
40" 45.0 -52.8 -61.3 -70.3 80A 90.3 -101.3 112.8
50. -48.0 -56.3 -65.3 -75.0 -85.3 -96.3 -107.9 -120,3 60 -50.3 -59.1 -68.5 -78.7 -89.5 -101.0 -113:3 -126.2
DRX15001,5 -FL17678-R5 Page of
This evaluation report is provided for State of Flodda product approval under Rule 61620.3: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 arenot sp"caily,addressed herein.
j
1
r
CREEK
DREXEL METALS.INC.
- Metal Roofing
TECHNICAL SERvicEs,LLC
APPENDIX C
- 6fs;
---�GatilelNi�'Roofs.in•E'osureC.Roofslope tietvroeri.212 and 6,1:12
_,Eudding_ Basic Wind-S._ed mph)
one---
-TYPe120. -130 140 150 -' 160 170 180 - 190 200
.. -
20 -18.3 21.4 -24.9 -28:6- -32.5 -36.7 41.1 1 -45.8 50:8
25 -19.1 -224. -26:0 -29.8 -33:9 =38.3 42.9 -47.9 =53.0' -
1 30 -19:g .23.4 -27.1 =31.1 -35.4 39.9 =44.8 1 -49.9" =55.3
40 -21.1. -24:.& -28.7 -33.0 37.5 -42.4 .47:5 -52:9 58.7
50 =22.1 -26.0 -30.1 -34.6 -39.4 44.4 .49.8 -55.5 51.5
60 -22.9 -26.9 -31.2 -35.9' -40.8 -46.1 -51.6 -57.5 +637
20 -31.8 -37.3 43.3 -49.7 -56:6 -63.8 -71.6 -79.8 -88:4
25 -33.2 -39.0 -45.2 -51.9 -59.1 +66.7 174.8 -83.3 -923
Enclosed 2 30 -34`.6 -40.7 -47.2 -54:1 =61.6 -69.5 -77.9 -86.8 -96.2
40 -36.8 -411 -50:0 -57.4-. -65.4 -73.8 -82.7 -92.2 -102:1
50 -38.5. 45.2 -52.4 -60.2 x68.5- 777.3 -861 -96.6 -107.0
60 -39.9 46.9 =54A -62.4 -71.0 -80.2 -B9.9 .100.1. -114.0
.20 -47.0 .-55:2 -64.0 -73.5 -83.6 -94.4 -105.8 -117:9 -130.7
25 49.1. x57.7 -66.9 -76.8" -87.1 -98.6 -110.5 =123.2 -136.5
3 30 -51.2 -=60.1 59.7 -80.0 -91.1 -102.8 115.3 -128A -142.3
40 -54.4 -63.8 -74.0 -84.9 -96.6 -109.1 -122.3 -136.3. -151.0
50 -57.0' -66.9 -77.5 -89.0. -101.3 -114.3 -128.2 -142.8 -158:3 -
60 -59.1 1 -69.3 _ -80A -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 -=55.2 -61:5 -68.2-
.25 -25.6 -30:1 -34.9 -40.0 -45.6 -51.4 -57.7 .-64.2 -71:2
1 -30 -26.7 =31.4 -36.4 -41.7 -47.5 -53.6 -60.1 -67.0 -743.
.40 -28.4 :-33:3' -38.6 -44.3' -50.4 -56.9 ..-63.8. .71.1 =78.8
50 -297 -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 -61.8 -69:3' -77.2 -85.6
-20 -38.1 •44.7' -51:8 -59.5- 67.7 -76A -'85:7 1 -95.4 =105.8
25 -39.8 -46.7 -54.1 -62.1 -70.7 -79.9 -89.5 -99.7 -110.5
Partially 30 -41.5 =48.7 -56.4 -64.8 -73.7 -832 -93.3 -103.9 -115.2
Enclosed 2 40 -44.0 .-51.6 -59.9 -68.7' -78.2 -88.3 -99.0 -110.3 -122.2'
50 -46:1 -54;1 -62.8 -720 -82.0 -92.5 -103.8 -115.6 -128:1 -
60 47.8 x-56.1 -65:1 -74-7 -85.0- -95.9. -107.6 -119.8 -132.8
'20 -53.3 -616.. -72.6 -83:3 -94.8 107.0' -119.9 -13316 -148.1
:25 55.7 -65.3 -75.8 -87.0 -99.0' -111.7 .125.3 139.6 -154-6
3 30 - -58.0 ;6&1. -79.0 -90.7 -103:2' 116.5 -130.6 145.5: -161.2
40 -61.6 -72:3 -83.8 -96.2 -109.5 -123.6 -138.6 -154A -171.1
50 54:6 -75.8'. -S7.9 -100.9 -114:8 =129:6 .145.2 -161:8 -179.3
60 -66.9 78.5 -91.1' -104:6 -119.0 -134.3- -150.6 -167.8 -185.9
ORX15001.5 FL17678-R5 Page 3 of4
This evaluation report Is provided for State of Florida product approval undar Rule 61120-3.The manufacturer.shall notify CREEK Technical Services,LLC of any product Changes-or
quality assurance changes throughout,the"duralion'tor which this report is-valid. This:evaluaticn report.does not dxpress n-a imply wa i nty,linstallation,recommended use,.or other-
product
therproduct attributes that are not specificaily.addressed herein.
i
i
0016EL METALS,INC.
xsc CREEK Metal Roofing
r 4 TECHNICAL SERVICES,LLC
APPENDIX`C
. .<.Gable/Hip Roots in.Ez"osura D l�of.sto a between 2:12 and 6.Y:12)a`,.,. _
Budding tAean '. ='E :": - `Basic Waid.S-eed
Type Zone Rogf 120' '130 " 140 t50 160s �170 1180 190 200 :, -
' Hel ht
20 -21,9 -25:7 -29.9 -34.3 739.0 _ 44.0 -49:3. 1 55.0 -60.9
25 -22-7 -26,7 -31.0 -35.5 -40.4. 45.6 .-513 -57.0 -63.2
1 30 -23.6 -27.6 -32.1 -36.8 41.9 47.3 -53.0 -59.1 -65.4
40 -24.8 -29.1 -33.7 -38.7 -44.0 -49.7 ;55.7- -62.1 -68.8
50 -25.8 -30:3` 735.1 -40.3 -45.9 -51.8 -58.0 -64.6 -71.6
60 -26.6 -31.2 -36:2 .1 -41.6 47:3:.- -53.4 -59.9. -66.7 -73.9
20 x38.2 -44.8 -52.0 -59.7 57.9' -76.6 ,-85.9' -95.7 -106.0
25 -39.6 -46.5 -53.9 -61.9 -70.4 -79.5 -B9.1' -99.2 -110:0
Enclosed 2 30 -41.0 48.1 -55.8 -64.1 -729 -823 -92.3 1 -102:8 -113.9
40 43:1 -50.6 -58.7 -67A -76:7 -86.5 .-97.0 -108.1 -119.8
50 -44.9 =52.7 -61.1 -70.1 .79.8' -90.1 -101.0. -112.5 -124.7 _
60 46.3 -54.3 -63.0 -72A -82.3. -92.9 -104.2 -116.1 -128.6
20 -56.5 -66.3 -76.8 -68.2 -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 -146.8 -162.6
3 30 -616 -71.2 1 -82:5 -94.7 1 -107.8 -121.7 -136.4 -1520. -168.4
40 -63:8 -74.8 1 -86.8 -99.6 -113:4 -128.0 -143.5 -159.9 -177.1
50 -66.4 -77.9 1 -90.4 -103.7 -118.0 -1332 -149.4 -166.4 -184.4
60 -68.5 -80-4 1 -93.2 -107.0 --121:7 -137.4 -154.1 -171:7 -1902
20 -29.4 -34.6 1 -40.1 -46.0 -5213 -59.1 -66.3 -73.8 -81:8
25 -30.5 =35:8 -4.1.6 17 -54.3 -61.3 -68.7 -76.5 -84.8
1 30 -31-6 37:1 43.0 -49.4 -56.2 --63.5 71:2 -79.3 -87:8,
40 -33.3 -39.0 -45.3 -52.0 59.1 -66.5 -74.8 -83A -92.4
50 -34.6 46.6 47.1 -54.1 -61.6' -69.5 -77.9' -66:8 1 -962
60 -35.7 -41.9 -48.6 -55:8 -63:5 -71.7 -80.4 -89.5 -99.2
20. -45.7 -53.6 =62.2. -71.4 -81.2 -91.7 _-102.8 -114.5. -126.9
25 -47.4 -55.6 -64.5 -74:0 442 -95.1 7106.6 -118.8 -131.6
Partially 2 30 -49.1 -57:6. -66.8 -76.7 --87.2. -98.5 -110.4 -123.0 .-136.3
Enclosed 40 51.6 .60.6 -70.2 -80.6 '.-91:8-' -103.6 -116.1 -129:4 -143.4
50 -537 -6341 -73'.1 53.9 -95.5 -107.8' -120.9 -134,7 -149.2
60 -55.4 -65.0 _-75.4 -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 -177.7
25. -66.3 _-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 -1379. -154.6 -172.2 -190.8
40 -72.3 -84.8 -98.3. -112.9 -128,5 -145.0 -162.6 -181.1 -200.7
50- -75.2 -88.3. -102.4 -117.5 -133.7 -151.0 -1692 -188:6 -208.9
60 -77.6 -91.1 =105.6 -121.2 -137.9 -155.7 -1746 -194.5 -215.5
DRX15001.5 FL17678-R5 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 Tectfnical Services,LLC of.any product.changes or
quality assurance changes throughout the duration for whicli this report is valid. This evaluation report does not expressnor imply warranty.installation,recommended use,'or other
product attributes that are not specifically addressed herein. -