HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online 1/19/21, 4:16 PM
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Florida REVIEWED FC
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Product Approval
USER:Public User CODE COMPLIANCE
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Product Approval Menu>Product or Application Search>Application List>A iqp 1
FL# FL33818 BOCC
Application Type New
s Code Version i 2020
Application Status Approved ,RECEIV ED
JAN
�•:2011 -
Comments Permittingart m
-De
P ent
Archived ...St. Lucie County
Product Manufacturer Gulf Coast Supply&Manufacturing, LLC.
Address/Phone/Email 4020 S.W.449th Street
Horseshoe Beach, FL 32648.
(352)498-0778•.Ext 0565.
jared.pearce@gulfcoastsupply.com
Authorized Signature Jared Pearce
jared.pearce@gulfcoastsupply.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative '
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a FioridaRegist'ered 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 Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2023
Validated By Steven_M. Urich, PE
Validation Checklist.- Hardcopy Received
Certificate of Independence - FL33818 RO _COI.GCS200026 2020 FBC Eval Metal-Roofing NonHVHZ
final•gd>
Referenced Standard and Year(of Standard) 'Standard Year
ASTM B 117 2016
ASTM G 155 2013
FM 4471 1992
http://ww,w.floridabuilding.org/pr/pr_app_dtl.aspx?piram=wGEVXQWtDgtcpgflynXQVdmdal2NzbFrvwxg81rDeSJEWw%2f]DlCxxw%3d%3d Page 1,of 3
Florida Building.Code Online 1/1W21, 4:16 PM
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TAS 100 1995
o
TAS 110 2000
TAS 125 2003
M�4 rI s' UL 1897 2012
rozxt �i' UL580 2006
�e
4'� G"a` Q
E uivalence.of Product Standards
� r
Certified By
1 i ,
Sections from the Code
i
ki S-1•
Product Approval Method Method 1 Option D
0
p lir =r
< i � Date Submitted 10/11/2020
Date Validated 10/31/2020
Date Pending FBC Approval 11/05/2020 =
4.
Y �� yti ' Viz. Date Approved 12/16/2020
� e ids _
Su'mma of ProductsT �_^]
�< �r
FL# Model,Number or Name Description
ss °j ti 33818.1 Metal Roofing Systems(HVHZ) GulfLok,VersaLoc, 5V Crimp, GulfPBR and GulfRib
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL33818 RO II GCS20002b 2020 FBC Eval Metal Roofing
Approved for use outside HVHZ: No HVHZ final.p
'_• � ;t�k,� � : Impact Resistant. N A Verified B Zachary R. Priest PE-74021
{ar } P / Y Y
Xt Design Pressure: +0/-164.25 Created by Independent Third.-Party: Yes
Other: See evaluation report for limits of use. Evaluation Reports
FL33818 RO AE GCS20()02b 2020 FBC Eval Metal Roofing
x + HVHZ final.p_df
Created by Independent Third Party: Yes
,`
x'g, 33818.2 Metal Roofing Systems(nonHVHZ) GulfLok, GulfSeam, MegaLoc,VersaLoc, 5V Crimp, GulfPBR,
j xe, /,qft
GulfRib and GulfWave
Limits of Use ` Installation Instructions
Approved for use in HVHZ: No FL33818 RO II GCS20002a 2020 FBC Eva[Metal Roofing
Approved for use outside HVHZ:Yes NonHVHZ final.odf
Impact Resistant: N/A. + Verified-By: Zachary R. Priest PE-74021' =
N *kNil
Design Pressure: +0/464.25 Created by Independert Third Partyt8es,
Other:See evaluation report foriimlts'of use. Evaluation Reports
4 FL33818 RO AE GCS20002a 2020 FBC Eval Metal Roofing'
NonHVHZ final.p-df
Created by Independent Third Party:Yes,
qr *5 r,
Contact Us:':2601 Blair Stone Road;Tallahassee FL 32399 Phone:850-487-1824 •: `
a3, {ryaG zit c The State of Florida is an AAjEEO employer.C-ooJright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
r5? Y tie�w t 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
$ a. mail to this entity.Instead,contact the office byphone 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
a8�e 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
1x P Y P Y PP Y
r"��?��_•�,¢,, ' rk,£�,: 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
csa1° r 455,F.S.,please dick here.
9 f v> Product Approval Acceptsv,, _
f�4.��T'i ti sharr.•t. �[T.:i 2rllE{�'.
t J6�p4xw, '
http://www:floridabuilding.org/pr/pr_app_dtl.aspx7pairam=wGEVXQWtDgtcpgflynXQVdmdal2NzCFrvwxga1rDe5JEWw%2flDlCxxw%3d%3d _ Page 2 of 3
Florida Building Code Online 1119/21,4:16 PM
§ P� s Credit Card
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http://www.fIoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtcpgfIYnXQVdmda12NzCFrvwxga1rDe5JEWw%2fIDICxxw%3d%3d Page 3 of 3
Certificate of Authorization No. 29824
CREEK 17520 Edinburgh Dr
"'•r Tampa, FL 33647
TECHNICAL SERVICES,,LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,7'EDITION(2020)
Manufacturer: GULF COAST SUPPLY&'MANUFACTURING, LLC = Issued October 22, 2026
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 '
(352)498-7852 . .
www.qulfcoastsupply.com
Manufacturing Locations: Alachua, FL
Sebring, FL
Montgomery,AL
Quality Assurance: Keystone Certifications,Inc:(QUA1824)
SCOPE
Category: _ .,Roofing
Subcategory: Metal Roofing
Code Sections: 1504.3 '
Properties: -Wind Resistance, ..
REFERENCES
Enti " Report No. " Standard Year
Force Engineering&Testing(TST5328) 72-0313T-06A-C' UL'580 2006
UL 1897- 2012
Force Engineering&Testing(TST5328) 72-0198T-07A-C UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0033T-05 UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0053T-05 UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0062T-07A-0 UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0062T-07D-F UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0062T-07G-1 UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0062T-07J-K UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0065T-07A-C UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0076T-12A UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0089T-05.1 UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0089T-05.2 UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0102T-05 UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0165T-11 B UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0238T-09D FM 4471 1992
Force Engineering&Testing(TST5328) 117-0238T-09E FM 4471 1992
Force Engineering&Testing(TST5328) 117-0238T-11A FM 4471 1992
Force Engineering&Testing(TST5328) 117-0248T-07A,B UL 580 2006
UL 1897 2012
Force Engineering&Testing(TST5328) 117-0284T-09A UL 580 2006
UL 1897 2012
GCS20002a FL33618 Page.1'of 6
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 qualityassurance 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 GULF COAST SUPPLY&MANUFACTURING,LLC
Metal Rooflng
TECHNICAL SERVICES, LLC
Enti Report'No. Standard Year
Force Engineering&Testing(TST5328) 117-0285T-09A UL 580 2006
UL1897. 2012
Force Engineering&.Testirig'(TST5328) 117-0301T-10A-C - UL'580 200i3
UL1897 2012
Force Engineering&Testing(TST5328) 1.17-033OT-10A-B-. : . UL 580 -•2006
r. UL 1897 2012
Force Engineering&Testing(TST5328) 117-0331T-08A UL 580 2006
UL1897 2012
Force Engineering&Testing(TST5328) 117-0331T-08B - UL 580 2006
UL1897 2012
Force Engineering&Testing(TST5328) 117-0331T-08D UL 580 2006
UL1897 2012
Force Engineering&Testing(TST5328) 117-0337T-10 UL 580 2006
UL1897 2012
Force Engineering&Testing(TST5328) 117-0378T-11A FM 4471 1992
Force Engineering&Testing(TST5328) 117-0378T-11 B FM 4471 1992
Force Engineering&Testing(TST5328) 117- �10378T-1 V° l i;,..: FM 4471 1992
Force Engineering&Testing(TST5328) 117-0407T-09 UL 580 2006
UL1897 2012
Force Engineering&Testing(TST5328)- 117-0407T-09A UL 580 2006
UL1897 2012
Intertek-West Palm Beach(an ATI company) (TST1527) B9000.01-450-18 UL 580 2006
UL1897 2012
Intertek-West Palm Beach(an ATI company) (TST1527) C0308.01-450-18 UL 580 2006
UL1897 2012
Intertek-West Palm Beach(an ATI company) (TST1527) D0818.01-450-18 UL 580 2006
Intertek-West Palm Beach(an ATI company) (TST1527) D1692.01-450-44 UL 580 2006
UL1897 2012
ASTM E 8
Intertek-West Palm Beach(an ATI company) (TST1527) G7287.01-450-44 UL 580 2006
PRI Construction Materials Technologies(TST5878) 1272T0005 ASTM G.155,- 2013
GCS20002a FL33818, Page 2 of.6
This evaluation report is provided,for�Siate 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.
GULF COAST SUPPLY&MANUFACTURING,LLC
:;CREEK Metal Roofing
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
y:. .
�GulfLok Profile-,- , Tin. sna hock seam;'Max:16 in:coverage
Description:.' Non=strudural, snap'lock standing seam roofpanel with in. slotted nail strip
Material: Min. 26 ga.ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon®paint
finish; Fy=min.50 ksi; Shall conform with FBC Section 1507.4.3
Min. 0.032 in.ASTM B209, 3105 H24 aluminum; Optional Fluropon®paint finish;
F,= min. 24 ksi; Shall conform with FBC Section'.1507A.3
12,and 16'' Coverage
k
GulfSeam Profile: 1 3/4 in. snap.lock,seam;`M.ax. 18 in. coverage...
Description€, :Non-structural,,,sna _..lock standing seam roof anel
Material: Min. 24 ga."ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon®paint
finish; Fy=min. 50 ksi; Shall conform with FBC Section 1507.4.3
Min. 0.032-inch ASTM B209, 3105,H24 aluminum, Optional Fluropon®paint finish;
Fy min.21 ksi; Shall conform-with FBCSection 1507.4.3
{
131401
1 A" 16f ",
-and!_18 Coverage,
,MegaLoc Profile:• 2 in. mechanical seam;,Max.;48.in. coverage,
Description: Non-structural, mechanical lock'f800 standing seam roof panel
Material: Min. 24 ga.ASTM A792 AZ50 or ASTM A653 G90;.Optional Fluropon®paint
finish; F; =min. 50 ksi; Shall conform with FBC.Section 1507.4.3
s
z"
16"-18"Coverage
GCS20002a FL33818 Page 3 of 6-
This-evaluation reportis.provided.forState of.Florida.product approval under Rule 61G20-3. The'manufacturer shall notify'CREEK'
Technical:Services, LLC of:any.product changes or quality assurance changes,throughoutthe'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.
GULF COAST SUPPLY&MANUFACTURING,LLC
n;-
CREEK Metal Roofing
TECHNICAL SERVICES, LLC
VersaLoc Profile: 1.5 in. mechanical seam; Max. 18 in. coverage
Description: Non-structural, mechanical lock 1800 standing seam roof panel
Material: Min. 24 ga. ASTM A792 AZ50 tor ASTM A653 G90; Optional,Fluropon®paint
finish; F =min.50.ksi;_ Shall conform with,FBC 1507.4.3
lid
16^-181 Coverage
5V Crimp Profile: 7/16 in. ribs at 12.in. o.c.;24 in. coverage
Description: Non-structural,through fastened roof panel
Material: Min:26 ga.ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon®paint
- finish; Fy=min. 50 ksi; Shall conform with FBC Section 1507.4.3.
Min. 0.032 in.ASTM B209,'3105 H24 aluminum; Optional Fluropon®paint finish;
F = min.25 ksi; Shall conform with FBC Section 1507.4.3
7/16"=
24"Coverage
,GulfPBR Profile: 1 1/4 in. ribs at 12 in. o.c.; 36 in. coverage
Description: Non-structural,through fastened roof panel
-Material: - .- Min. 26 ga:ASTM A792 AZ50 or ASTM A653 G90; Optional Fluropon®paint
finish; FY'=min. 80 ksi; Shall conform with FBC Section 1507.4.3
111410 1,
f 12"
36"Coverage
GCS20002a FL33818 Page,4 of 6
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.
' ! J
CRIMED �"
u - GULF COAST SUPPLY&MANUFACTURING,LLC
a' Metal Roofing
TECHNICAL SERVICES,LLC r
Gu_IfRib_ Profile: _ 3/4 in. ribs at 9 in, o_c.;.36.in. coverage -
Description: Non-structural,through fastened roof panel
Material: Min. 29 ga.ASTM'A792 AZ50'6�-A$TM'A653 G90; Optional,Flutopon®paint
finish; F =min.80 ksi; Shall conform with FBC Section"1507.4.3'
}.
i 36"Coverage
GulfWave--_. - Profile:' -3/4-in. corrugation; 29 in-. coverage -- — —
_ - Description: _Non-structural, through fastened roof panel
Material;,; ..,'•Min;26•ga.-ASTM„A792 AZ50-or A$TM A653 G90;Optional,Flu ropon®paint
finish; Fy=min.80 ksi; Shall conform with FBC Section'1.507.4.3
3l4"#
29"Coverage ;
, ( 1
GCS20002a FL33818r Page'5 of 6.
This evaluation report is provided for`State of'Flori&-product approval under'Rule`61G20-3. Th6,niariufacturer 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 othe?product'attributes that Ere not
specifically addressed herein.
CREEK ! GULF COAST SUPPLY&MANUFACTURING, LLC
Metal Roofing .
TECHNICAL SERVICES, LLC
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 1507.4.2.
5. Reroofing shall be in accordance with FBC Section 1511. Recovery versus replacement shall be evaluated
in accordance with FBC Section 1511.3.
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 61G20-3.
COMPLIANCE STATEMENT -
The products evaluated herein by Zachary R. Priest, R:E:have demonstrated compliance with the Florida Building
Code, 7t'Edition(2020)as evidenced in the referenced documents submitted by the named manufacturer.
\GCEIVS9*
'No 74021
'. STATE OF 4U: s
'�'�O�(�` '14 O R V p'G�=� Zachary R. Priest, P.E. ;
0NALE porisNotionNo. 74021
Organization .ANE9641 A
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(5 pages)
2) APPENDIX B—Approved Roof Systems (7 pages)
3) APPENDIX C—Design Wind Loads(4 pages)
GCS20002a FL33818. Page 6 of 6
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.
GULF COAST SUPPLY&MANUFACTURING, LLC
"CREEK Metal Roofing
TECHNICAL SERVICES, LLC
APPENDIX A
INSTALLATION
y
Note-Refer to the APPRovED RooF SYSTEMS section of this report for specific installation details of a selected system.
1, Unless otherwise specified in this report the following installation details shall be met for the named products:
Component Product Installation.Detail
#9-15 HWH wood screw }
with sealing washer - -
#9-15 HWH WoodZAC
screw
#screw
Pancake Type A
scc Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion
rew Fasteners #12-11 Pancake Type A resistant in accordance with FBC section 1507.4.4.
' - _
screw
#12-8 HWH Woodgrip
XG screw with sealing
washer
1/4-14 HWH ZAC Impax Installed at panel side lap;Shall be corrosion resistant in accordance with FBC
Lap screw section 1507.4.4.
24 ga.in-seam clip
1/4'
CIO
GulfLok Clip m
1-314"----�
Clips
18 ga.in-seam clip
Fixed Clip _ -
�l\
0
GCS20002a FL3381.8 Page 1 of'S
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 change's;or quality assurance'changes-throughout the duration for which this,report is valid.-
This evaluation report does not express nor implywarranty, installation, recommended use, or other product attributes'that are not
specifically addressed herein.
�r+ GULF COAST SUPPLY&MANUFACTURING,LLC
�" Metal Roofing
TECHNICAL SERVICES, LLC APPENDIX A
Component Product Installation Detail
0;78
4-1/4" ----�j
2"
NC-33003-3 Sliding Clip
1/2" _
— — — —
Clips(Cont'd)
22 ga.top; 16 ga,base;in-seam clip
10..9 202 (9.65)
e:
0.38
0.27
Slidi
ng
15008C I g Clip
(3852
nP 2.02 1.52
❑� CFO (10.16)
u 0.40 1
Sealants LMet�al
�Roof
hermaster Shall be applied in 1/4%5/16"continuous beads on the male rib along the seam
lant
Fastening Details
Nomenclature Attachment
GuliLok Type 9
(1) #10-12 X 1" TYPE A PANCAKE
118"#43 STAINLESS
GULF LOK PANEL STEEL RIVET @ 6-
(OVERLAP SIDE) O.C_
Gu1S-ok Overlap GULF LOK PANEL
(UNDE!LAP SIDE)
PANCLIP SCREW1
GCS20002a FL33818 Page 2 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3.,The manufacturer shall notify GREEK'
Technical Services, LLC of any product changes or quality assuranoe,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.
REEK GULF COAST SUPPLY&.MANUFACTURING,LLC
Metal Roofing
TECHNICAL SERVICES, LLC
^ APPENDIX A
Fasten In Details'..
Nomenclature Attachment-,
i
GulfLok"` CLIP 24 GA.
GultLok Type 2
. .-41
_(1) #10-12 X 1"TYPE A PANCAKE
18 Ga. Fixed Clip Milt
Gu/fSeam Type 1
(2) #10-12.x 2"Pancake Type A Per Clip.
; CV
MegaLoc Type-4-
T"C-33003 SLIDING CLIP
(2) #10-12 x 1"per Clip
' rIN
VersaLoc Type 1 -
1500SC SLIDING CLIP
(2)#12-11 x 1"Panhead per_Clip ;.
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
5V Type 2
12"` 12
, � 1
At_Panel. Lap.
(1) #9-15 x:1 -1/2" HWH w/Sealing Washer
i5V Type 2 2" 9:5" - ' 9.5'I 2�11
GCS20D02a FL33818 Page 3 of 5'
This evaluation report is provided for State of Florida-product approval under Rule 61G20=3. The manufacturer shall notify CREEK_
Technical.Services, LLC'of any:productchange"s or quality assurance changes throughout:the duration for'Which this report is'valid.
This evaluation report does'not express nor imply warranty, installation, recomrnended use, or other product attdbutes:ftt'are not`
specifically addressed herein.
i
:CREEK' '
,� �" GULF COAST SUPPLY&MANUFACTURING,LLC
E Metal Roofing
TECHNICAL SERVICES,LLC APPENDIX A
Fastening Details.
Nomenclature Attachment
211 1211
5V Type 3
At Panel LaP7
(1) _#9-15 x 1-1/21I HWH w/Sealing Washer
At Panel Lap
#1/4-14 x 7/8"Lap Screw @ 24°O.C. Max.
12" 12" 2"
GulfPBR Type 1
x 1-1/2"
#1/4-14 x 7/8"Lap Screw @ 24"O.C. Max.
5" 5 5'�
Gulfpm Type 2 '
(1) #9-15 x 1-1/2"
9„ 9„-7�911 9„
At Panel Lap
Gulfft Type 1
1 #9-15 x 1-1/2"w Sealer Washer
( i /
6.5" 2:5" 6.5" 2.5" 6;5" 2.5" 6.5" 2.5"
Gulfft Type 2 ! '
yP
�(1)#9-15 x 1-1/2"w/Sealer Washer
GCS20002a FL33818_, Page 4 of 5
This evaluation report is.Or&ided,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 GULF COAST SUPPLY&MANUFACTURING, LLC
Metal Roofing
TECHNICAL SERVICES, LLC APPENDIX A
Fastening Details i
Nomenclature ° ; Attachment
GulfRib Type 3
#9-15 x 2,w/Sealer Washer
J At Panel Lap
9 r 91 2.5"
Gulff Wb Type 9
(1)#12-6 x 1-1/2"WoodGrip XG,W/Sealer,Washer•
At Panel La
8" 8" '8" 5.33".
GultlNeve Type 1
' (1) #9-1,5 x 1-1%2" HWH w%S'ealina!Washer
`
GC820002a FL33818 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.
GULF COAST SUPPLY&MANUFACTURING LLC
CREEK Metal Roofing
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 1504.9.,
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. The panel thickness or gauge is the minimum allowable.
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.
7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 15/32-inch thick APA Span-Rated plywood,
sheathing at maximum 24-inch span.
Roof System Numbers and Definitions
LOK-W# GulfLok over Wood Deck New or Existing)
SEAM-W# GulfSeam over Wood Deck(New or Existing)
MEGA-W# Me aLoc over Wood Deck New or Existing)
VL-W# 1.5"VersaLoc over Wood Deck new or Existing)
5V-W# 5V Crimp over Wood Deck New or Existing)
PBR-W# GuIfPBR over Wood Deck New or Existing)
Rl B-W# GulfRib over Wood Deck New or Existing)
WAVE-W# GulfWave over Wood Deck New or Existing)
Approved Systems for Gunok over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No. (W
Min.15/32 OPTIONAL 26 ga.,Grade 80 GulfLok GulfLok Type 1 attachment #10-12 x 1"
LOK-W-1 B-C plywood Approved fire barrier As required per FBC Max.16-inch coverage Pancake Type A p screws spaced 5-3/16 in.o.c -63.5
or insulation
Min.15/32 OPTIONAL Min.0.032"AI GulfLok GuItLok Type f attachment with #10-12 x 1"
LOK-W-2 B-C plywood Approved fire barrier As required per FBC or insulation Max.16-inch coverage; Pancake Type A screws spaced 5-3/16 in.o.c. -65.5
•
Min. 15/32 OPTIONAL 24 ga.GulfLok Gu#Lok Type 1 attachment with#10-12 x 1"
LOK-W� B-C plywood Approved or insulation fire barrier As required per FBC Max.16-inch coverage, Pancake Type A screws spaced 10-1/4 in.o.c. '81'75
Min.15/32 OPTIONAL 24 ga.GUIfLok GuIlLok Type 1 attachment with#10-12 x 1"
- E
K-W-4 B-C plywood or insulation Approved fire barrier As required per FBC Max.16-inch coverage Pancake Type A screws spaced 5-1/8 in.o.c. -86.75
GCS20002a FL33818 Page 1 of 7
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.
EE� GULF COAST SUPPLY&MANUFACTURING,LLC
Metal Roofing
TECHNICAL SERVICES, LLC
. ,.APPENDIX-B.
Approved Systems for GUIfLok over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No. (Psfl.
OPTIONAL Gul&ok Type 1 attachment with #10-12 x 1"
LOK-WS Min.15/32 Approved fire barrier As required per FBC Min.0.032"AI GulfLok Pancake Type A screws spaced 5-3/16 in.o.c. - 6
PA q
11
B-C plywood or insulation Max.16-inch coverage Titebond Weathermaster Metal Roof Sealant
applied to male rib.
OPTIONAL. o ype attam c ent wit #10-12 x _
An.15/32 Min.26 ga.GUIfLok= Pancake TypeA'screws spaced 5-3/16 in.o.c.
LOK-W.;6 CDX plywood Approved fire barrier As required per FBC Max.16•inch coverage Titebond Weathemiaster Metal Roof Sealant -121 75
or insulation _applied.to male rib. . - -
OPTIONAL GulfLok Type 2 attachment with
n.-Mi 15/32 26 ga.,Grade 80.GulfLok
,LOK-W-7' B_C plywood Approved fire barrier As required'per FBC Max.' 6 inch coverage
or insuiat #10-12 x 1"Pancake Type A screws through 461
ion .... = clip and.spaced 5-3/16 in.o.c.
. : Approved Systems for GulfSeam over-Wood'Deck(New or Existing)
System` Deck Fire Barrier ` Unde�layment " ' " Roof Pa-nel Panel.Attachment+,. MDP
.--No.----- _.. _,. . _ (Psfl
OPTIONAL
Min:15/3.2 Min.24 ga.GulfSeam GulfSeam Type 1 attachment
SEAM W-1 B-C plywood Approved fire barrier As required per FBC Max.18-inch coverage with clips spaced 24.in.o.c.. 69.25
or insulation
OPTIONAL
Min.15/32- Min.0.032"AI GulfSeam GulfSeam Type 1 attachment
SEAM-W-3 CDX plywood Approved fire barrier As required per FBC Max.18-inch coverage with stainless steel clips spaced 18 in.o.c.
or insulation
.Min.1z4 No:2 --— - - -
.SYP-wood
- purlins spaced `' OPTIONAL Mm 24'ga.'GulfSeam GulfSeam Type I attachment with clips spaced__-
SEAM-W-4-- -18-in.o.c. :Approved fire-barrier- As-required per FBC--- - =93.5
"Over or insulation Max.16-inch coverage 18 in.o.c.over wood purlins
Min'15/32 _
B-C plywood
OPTIONAL
Min'.15/32 Min.24 ga.GulfSeam GulfSeam Type 1 attachment
SEAM-W-S B-C plywood Approved fire barrier As required per FBC Max.18-inch coverage with clips spaced 12 in.o.c. -108.5
• � or insulation
GCS20002a
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 GULF COAST SUPPLY&MANUFACTURING, LLC
Metal Roofing
-TECHNICAL SERVICES;LLC = APPENDIX B
Approved Systems for GulfSeam over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No.
(Psfl
-Min.1x4 No.2 _ --
SYP wood
purlins'spaced OPTIONAL
SEAM-W-6 24 in.o.c. Approved fire barrier : As-required per,FBC --- Min.24 ga.GulfSeam_-_' -GulfSeam►Type 1 attachment with clips spaced- ' _114.25
over or insulation Max.1&inch coverage 24 in.o.c.over wood puriins
Min..J5/32
CDX plywood
OPTIONAL
SEAM-W-7 Min:15/32 Approvedfire barrier As required per FBC Min.0.032"AI GulfSeam GulfSeam Type 1 attachment -138.5
CDX plywood or insulation Max.16-inch coverage with stainless steel clips spaced 6 in.o.c.
--Min:1k4 No.2
SYP wood
purliris spaced OPTIONAL Min.24 ga.GulfSeam GulfSeam Type.1 attachment.with clips spaced .
—SEAM-W 8 12 in:o.c. Approvedfire barrier- Asrequired per FBC Max.1tiinch coverage 12 in.o.c.over wood purlins -159:25
o over. r insulation .
Min.15/32
-_CDX plywood
Approved Systems fot MegaLo :over Wood Deck(New or Existing)
I
System Deck .- Fire Barrier= lande�laymenf'„_ : : Roof'Pariel'' - P...anel Attachment. : MDP
OPTIONAL
Min.15132 Min.24 ga.MegaLoc MegoLocType 1 attachment • '
MEGA-W-1 g_C plywood Approved fire b n arrier A-s required per FBC
or insulati Max.1&inch coverage with clips spaced 24 in.o.c. -71
o
Min: OPTIONAL 15/32 •Min.24 ga:MegaLoc - •MegaLocType-1 attachment -
MEGA-W-2 B_C plywood Approved fire barrier As required per FBC Max.1&inch coverage
or insulation with clips spaced 12 in.o.o "-108:5
_
GCS20002a FL33818 .. . - Page 3 of.7
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.
� � GULF COAST SUPPLY&MANUFACTURING,LLC
Metal Roofing
TECHNIC•AL-SERVICES,LLC
APPENDIX B
Approved Systems for VersaLoc'over Wood Deck(New or Existing) "
System Deck Fire.Barder Underlayment Roof.Panel Panel Attachment MDP
No. (PSD
_ OPTIONAL
VL_ Min.16/32 - - Min.24 ga:VersaLoc - VersaLoc Type 1 attachment
-W 1 B-C plywood Approved fire barrier As required per FBC Max.16-inch coverage
or insulation ._ with clips spaced 24 in.o.c. -59.75
' O
Min.15132 Min.24 ga.VersaLoc VersaLoc Type-1 attachment
VL-W 2 B-C plywood_ -Approv or iri§elation ePTId fiOreNAL barrier As required per FBC Max.16-inch coverage- - with clips spaced 6 in:o:c: - - 123.5_
Approved Systems for 5V Crimp over Wood Deck(New or Existing)
System_ Fire Barrier/ y Y _ :':.. _:. `-_ - MDP
-Deck Und6da r ent Roof Panel ``Panel Attachment"
No. Insulation (psf)
OPTIONAL ,
Min.15132 Min.26 ga.5V Crimp' 5V Crimp Type'3 attachment with#9=15 HWH wood
W1 B-C plywood Approved fire barrier As required per FBC 24-inch coverage :screws with sealing washers`spaced 16 iri.o.c.- -94.25
or insulation_ . __ _ _
OPTIONAL Min.0.032"AI or
Min.15/32 5V Crimp Type 1 attachment with#9=15 HWH wood
•.' B-C plywood Approved fire barrier As required per FBC Min.26 ga.'5V Crimp or insulation 24in screws with sealing washers spaced 12 in.o.c:. 408.5.
ch coverage
_OPTIONAL. _
Min.15/32 - Min:26 ga-5V Crimp_ -`5V Crimp Type 2 attachment'With#9-15 HWH wood
5V-W3 B-C plywood Approved fire barrier As required per FBC 24-inch coverage screws with sealing washers spaced 16 in.o.c. 431
or insulation
OPTIONAL 5V Crimp Type 1 attachment with
Min.15/32-- ' Min.26 ga.5V Crimp.
5V W4 B C piywood Approved fire barrier As required per FBC 24-inch coverage 15 HWH wood screws with'sealing washers'spaced 6 456.5
or insulation in.o.c.
GCS20002a -_. ` FL33818 __. Page 4 of.7
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 GULF COAST SUPPLY&MANUFACTURING,LLC
Metal Roofing
TECHNICAL SERVICES, LLC
APPENDIX B
Approved Systems for GulfPBR over Wood Deck(New or Existing)
System Fire Barrier/ MDP
No. . Deck Insulation Underlayment Roof Panel Panel Attachment (psf)
OPTIONAL GulfPBR Type 1 attachment with#9-1515 HWH WoodZAC
Min.15/32 Min.26 ga.GulfPBR screws spaced 24 in.o.c.
PBR-W-1 B-C plywood Approved fire barrier As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 7/8"HWH ZAC Impax Lap 60.5
or insulation screws spaced,24 in.o-c.
Min.1x4 No.2
SYP wood GU#fPBR Type f attachment with#9-15 HWH WoodZAC
purlins spaced . OPTIONAL Min.26 ga.GuIfPBR screws spaced 24 in.o.c.into wood purlins
PBR-W 2 24 in. Approved fire barrier As required per FBC 36-inch coverage Laps-fastened with 1/4-14 x 7/8 ZAC Impax Lap screws -100.5
overr or insulation Min.15/32 spaced 24 in.o.c.
_
B-Cplywood
Min.1x4 No.2
SYP wood Gul0bR Type 2 attachment with#9-1515 HWH
purlins spaced OPTIONAL Min.26 ga.,GuIfPBR WoodZAC screws spaced 12 in.o.c.into wood purlins
PBR W-3 12 in. " Approved fire barrier As required per FBC 36-inch coverage Laps fastenedmith 1/4-14 x 7/8"HWH.ZAC Impax Lap -151.75
overr or insulation Min.15/32 screws spaced 24 in.o.c.
B-C plywood - -
O Gu1tPBR T
OPTIONAL ype 2 attachment with#9-15 HWH WoodZAC
Min.15/32 Min.26 ga.GulfPBR screws spaced 12 in.o.c. ' '
PBR W-4 B-C plywood Approved fire barrier As required per FBC 36-inch coverage Laps fastened with 114-14 x 7/8"HWH ZAC Impax Lap -154.75
or insulation. - screws spaced 24 in.o.c.
Approved Systems for GulfRib over Wood Deck(New or Existing)
System Deck Fire Barrier/ .- Underlayment Roof Panel Panel Attachment " MDP
No. Insulation -(Psf)
OPTIONAL Min.29 ga.GulfRib GUIfRili Type 4 attachment with#12-8 HWH Woodgdp XG
or insulati
RIB W-1 Min:7/16 OSB Approved fire barrier As required per FBC 36-inch coverage wood screws with sealing washers spaced 24 in.o.c. -22.66
on
OPTIONAL
Min.15/32 or insulation Mn.29 ga.GulfRib GulflWb.Type 3 attachment with#9-15 HWH wood screws
RIB-W-2 CDX plywood Approvedfire barrier As required per FBC 36-inch coverage with sealing washers spaced 24 in.o.c. �
-
GCS20002a FL33818 Page 5 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 evaluation report does not express nor imply warranty,installation, recommended use, or other
product attributes that are not specifically addressed herein.
GULF COAST SUPPLY&MANUFACTURING,LLC
Metal Rooting
:TECHNICALZERVICES, LL:C _a
_- r.APPENDll B-
Approved Systems for GulfRib over Wood Deck(New or Existing)
System Fire Barrier/ MDP
No. Deck Insulation Underlayment Roof Panel Panel Attachment (Psfl
OPTIONAL
Min. Win.29 go.GulfRib _ Gulf_Rib Type-1.attachm- -with#with#915 HWH_.
RIB W B-C plywood Approynsu at barrier-: -nAs required per FBC 36-inch coverage WoodZAC screws spaced 24 in.o.c -71.75
• , .� or insulation - _ _ .
Min.1x4 No.2
SYP wood
purins spaced OPTIONAL Min.29 ga.GulfRib GulfRib Type 1 attachment with.#9-15 x 1 11T HWH wood
RIB_-W-4 24 in:o.c. Approvedfire barrier As required per•FBC screws with sealing washers"spaced 24 in.o.c. =76.75
over or insulation 36-inch coverage into wood purlins
- _-Min.15/32
B-C plywood
Min.1x4 No.2 - - -
SYP _ _ __ _ _ __wood L SOPTIONAL GulfRib Type 9 attachment with#9-15 x 1 112"HWH wood
purins spaced Min.29 ga.GuWtb
RIB W� Approved fire.barrier As required per FBC screws with sealing washers spaced 24 in.o.c. -101
24 in:=.o.c. 36-inch coverage _
:over or insulation' . - - - ; into.wood purlins
Min7/16.OS6
OPTIONAL
:' Min.15/32 _ Min..29.ga.GulfRib - _.GulfRib Type-3 attachment with.#9-15 HWH_wood screws_-
RIB=W 6 `CDX plywood Approved fire barrier As required per FBC ' 36-inch coverage with sealing washers spaced 12 in.o.c. -101
or insulation ••, . .. .. ,-
Min.1x4 No:2
SYP wood
purlins spaced OPTIONAL - Min.26 ga.GulfRib GulfRib Type 1 attachment with,#9-15 HWH WoodZAC
RIB-W-7 24 in.o.c. Approved fire barrier As required per FBC 406.75
over::. or insulation' 36 inch coverage screws spaced 24 in,o.c.into'wood pu�lins ;
Min.15/32
_.. __B-C I
P ywood - .. -
OPTIONAL Min.29 ga.GulfRib Gulf?ib Type 4 attachment with'#12-8 HWH Woodgrip XG
RIB-W-8 Min.7/16-OSB : Approved fire barrier As required per FBC 416.0
or insulation' ' 36 inch coverage. wood screws with sealing washers.spaced 6-in.o.c,
GCS20002a._ K:.:.:._FL3W18' Page 6 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 evaluation report does not express nor imply warranty, installation, recommended use,or other
product attributes that are not specifically addressed herein.
CREEK .- GULF COAST SUPPLY&MANUFACTURING,LLC
Metal Roofing
TECHNICAL'SERYICES",-LLC' -• _
APPENDIX B
Approved Systems for GulfRib over Wood Deck(New or Existing)
System Fire Barrier/ MDP
No. Deck Insulation. Undedayment Roof Panel Panel Attachment (psfl
Min.1x4 No.2
SYP wood
purlins spaced OPTIONAL- GulffWb Type 2 attachment with#9-15 x 1 1/2"HWH wood
RIB-W-9 24 in.o.c. Approved fire barrier ; As required per FBC Min.29 ga..GulfRib screws with sealing washers spaced 24 in.o.c:
over
Min.15/32
B-C plywood-
OPTIONAL
Min.15/32 Min.29 ga.GulfRib GulfRib Type 2 attachment with#9-15 HWH wood screws
RIB W 10 ApProvedfire B-C plywood or insulation"barrier As required per FBC 36 inch coverage with sealing•washers'spaced 12`in.o.c.'_ -146.0
OPTIONAL
Min.15/32 Min.26 ga.GUIfRib ._GulfR'b.Type 2 attachment with.#9-15 HWH WoodZAC
RIB-W-11 B-C plywood Approved fire barrier or insulation As required per FBC 36-inch coverage screws spaced 12 in.o.c. -159.25
-
Min.1x4 No.2
SYP wood
purlins spaced OPTIONAL Min.26 ga.GulfRib Gu#lWb Type 1 attachment with#9-15 HWH WoodZAC
RIB-W-12 12-,in:o.c. Approved fire barrier As required per FBC 36-inch coverage screws spaced 12 in.o.c.into wood purlins 464.25
over• or insulation
Min:15132
B-C plywood
= Approved Systems for GulfWave over Wood Deck(New or Existing)
System Deck Fire.Barrier/ Underlayment` Roof.:Panel. "Panel AttacKrhbnt-. MDP
No. Insulation (Psf)
OPTIONAL GuliWave Type 9 attachment with
Min.15/32- — - Min.26 ga:GulfWave
WAVE-W1" Approved fire As required per FBC #9-15 HWH wood screws with sealing washers -78.5
B-C plywood 29-inch coverage.
barrier or" spaced 24 in:o.c..
GCS20002a FL33818 . _ - Page 7 of 7
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.
D � GULF COAST SUPPLY&MANUFACTURING,LLC
j Metal Roofing
TECHNICAL-SERVWF_s, LLC -
_ APPENDIX C. ..
DESIGN WIND LOADS -
The following tables provide design wind loads for components and cladding"in:accordance with Section 1609 of the FBC and ASCE 7-16 und_Or the following
provisions:
1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined_ in Section 1609 of the FBC.
2. Exposure B,C, and D shall be as defined in-section 1609 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 afea-of-10-e or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis
6: -.Overhangs have been excluded fromthe analysis. - -
7. Wind directionality factor,-Kd=0.8 -
8. V„it is shown in the tables below. Design wind loads are calculated.using Vag=V„it�0.6 per 1609.3.1.
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-or3ft
- - _ Gable , - .- _ -Hip
3 .2 3 3, ., 2. 3 a y-
-- -- 3 -2 -.. a
2 --1 2 2 i 2 2 1 2 2 1 2
- - -
3 2 3 3 2 3 a 2 3 a
_-Ia•IaI -`_ a . IaI - -
GCS20002a _ FL33618 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.
CREEK GULF COAST SUPPLY&MANUFACTURING, LLC
Metal Roofing
TECHNICAL SERVICES, LLC
'APPENDIX C
Gable/Hip Roofs in Exposure B Roof slope between 2:12 and 12:12
Mean Basic Wind Speed m h
Building Type Zone Roof =
_Height fi 120 130 140 150- 160 170 180° 190 -200
20 -25.4 -29.8 -34.6 -39.7 -45.2 -51.0. -57.2 -63.7 -70.6
25 -27.5 -32.2 -37.4 -42.9 -48.8 -55.1 -61.8 -68.8 -76.3
1 30 -28.7 -33.7 -39.1 -44.8 -51.0 -57.6 -64.6 -71.9 -79.7
40 -31.2 -36.6 -42.4 -48.7 -55.4 -62.5 -70.1 -78.1 -86.5
50 :-33.2 -39.0 -45.2 -51.9 59.0 -66.6' -74.7 -83.2 -92.2
60 -34.8 -40.9 -47.4 -54.4 -61.9 -69.9 -78.4 -87.3 -96.8
20 '-37.1 -43.5 -50.5 -57.9 : -65.9 -74.4 -83.4 -92.9 -103.0
25 40.1 -47.0 -54.5 -62.6 -71.2- -80.4 -90.1 -100.4 -111.3
Enclosed/ 2 30 -41.9 -49.1 -57.0 -65.4 -74.4 -84.0 -94.2 -104.9 -116.3
Partially Open 40 -45.4 -53.3 -61.9 -71.0 -80.8 -91.2 -102.2 -113.9 -126.2
50 -48.4 56.8 -65:9 -75.7 -86.1 -97.2 -109.0 -121.4 -134.5
60 -30.0 -35.3 -40.9 -46.9 53.4 -60.3 -67.6 -75.3 -83.5
20 -44.1 -51.7 -60.0 -68.8 -78.3 -88.4 -99.1 -110.5 -122.4
25 -47.6 -55.9 -64.8 -74.4 -84.7 -95.6 -107.1 -119.4 -132.3
3 30. -49.8, -58.4 -67.7 -77.7-- -88.4 -99.8 -111.9 -124.7 -138.2
40 54.0 -63.4 -73.5 -84.4 -96.0 -108.4 -121.5 -135.4 -150.0
50 57.6 1 -67.6 -78.4 -90.0 -102.3 -115.5 -129.5 -144.3 -159.9
60 -60.4 -70.9 -82.2 -94.4 -107.4 -121.2 -135.9 -151.4 -167.8
20 -29.7 -34.9 -40.5 -46.5 -52.8 -59.7 -66.9 -74.5 -82.6
25 -32.1 -37.7 -43.7 -50.2 57.1 -64.5 -72.3 -80.5 -89.2
1 30, -33.6 -39.4 -45.7 52.4 -59.7 -67.4 -75.5 -84.1 -93.2
40• --36.4 -42.8. • -49.6 56.9 -64.8 •• -73.1- -- -82.0 -91:3 -101.2
• -50 -38.8 •-45.6 -52.9 -60.7 -69.0 -77.9 -87.4 -97.4 -107.9
60 -40.8 -47.8 55.5 -63.7 -72.4 -81.8 -91.7 -102.2 -113.2
20 -41.4 -48.6 -56.3 -64.7 -73.6 -83.1 -93.1 -103.7 -115.0
25 -44.7 -52.5 - -60.9 -69.9 -79.5-, -89.8 -100.6 -112.1 -124.2
Partially 30 -46.7 -54.8 -63.6 -73.0 -83.1 -93.8 -105.1 -117.1 -129.8
Enclosed; 2 40 :50.7, -59.5 -69.0 -79.3 -90.2 -101.8 -114.1 -127.2 -140.9
50 -54.1 -63.4 -73.6..-• -84.5 -96.1 -108.5 -121.6 -135.5 -150.2
60 -56.7 -66.6 -77.2 -88.6 -100.9 -113.9 -127.6 -142.2 -157.6
20 -48.4 756.8 =65.8 -75.6 -86.0 -97.1 -108.8 -121.3 -134.4
25 -52.3 -61.4 -71.2 -81.7 -92.9 -104.9 -117.6 -131.1 -145.2
3 30 -54.6 -64.1 -74.3 -85:3 -97.1 -109.6 -122.9 -136.9 -151.7
40 -59.3 -69.6 -80.7 -92.7 -105.4 1 -119.0 1 -133.4 -148.7 -164.7
50 -63.2 -74.2 -86.0 -98.8 -112.4 -126.8 -142.2 -158.4 -175.6
60 -66.3 -77.8 -90.3 -103.6 -117.9 -133.1 -149.2 -166.3 -184.2
GCS20002a FL33818 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.
GULF COAST SUPPLY&MANUFACTURING,LLC
CREEK Metal Roofing
TECHNICAL=SERVICES,,LLC
.APPENDIX C
Gable/Hip Roofs in Exposure C Roof slope between 2:12 and 12:12
Mean Basic Wind.S eed mph)
Zone ' ` Roof Building Type _ _ - = _: _:- -'Height ft 120 = 130_'. _ _1.40 150 160 170 . _ _ _ 180 ._ 190 .. 200
20 -36.9 -43:3 -50.2 --57.6 -65.6 -74.0. -83:0 - -92.5- - -102.5-
25- 38.5 - -45.2, -52.4 -60.2 -68.5- -77.3 -86.7 =96.6 -107.-0'
30 --40.2 -47.1 - _-54.7 -62.8 -71:4 -80.6 -90.4- - -=100:7. - -111.6
-42.6 -W.0. - _ -58.0 -66.6 75.8.- _- -85.6 -95.9 -_106.9 - _118:4
-50 A4.7 -524 - -60.8 -69.8 -79.4 =89.7 -100.5 --112.0 - =124.1
60-- 46.3. -54.4 -63.0- -72.4 -82.3 -93.0 104.2 116.1- -128.7
-20- -53.8 -63.2 -73.2. -84.1 -95.7 -108.0 121-.1 -134.9 - -149.5.-
. 25 -56.2 -66.0 -76.5- -87.8 -99.9 -112.8 - ''-I M5 -1.40.9. - A 56.1
Enclosed/ 30 -56.6 -68.8 779.8 -91.6 -104.2 417.6 ._ -131-.8 146.9- =162.8-
Partially Open 2.. - =40; - 62:2 773.0 =84.6 - -97.2 -110.5 - - -124.8 139:9 155.9 172.7`
50 -65.2 -76.5. - --88.7 -101.8 - -115.9 -A 30.8--- -446.6 A 63A "-181.0
-60- i -67.6. -79.3- - -92.0 -105.6 -120.1, -135.6 =152.0 --169.4 -187:7
20 =64.0, ---75.1.- 87.1 =99.9:- - -113-7 128.4. - -143.9 -160.3 -177.7
- 25 -66.8- -78A- -90.9 A 04.4 -118.8 -134.1- A 50.3 A 67.5, -185.6
3
--30- -69.7 -81.7 -94.8 108.8- A 23.8- 139.8. =156.7 =174.6 193.57
- 46 -73.-9 -86.7 -100.6-- -115.5"" ` '131-A.." 148.3- . 166.3 --185.3-" --205.3
50; - - -77.5 - -90.9 105.4 - - --121.0 -137.7-- - -155.5 -174.3 -A 94.2 " -215:2
-60 -W.-3 -94.3 A 09.3 - -125.5 -142.8 -161.2 -180.7 -201.3 -223.1"
-20, -43.2 -- -50.6, --58.7- -67.4 --76.7 =86.6. -97.1- -108.2 A 19.9
26 - -45.1 -52.9 -61:3 -70.4 -80.1 - =90.4 -101.4 -113.0• -125.2"- "
1 - -30- -47.0,- -55A --64.0 -73.4; =83:5 -94.3, -=105.7 -117.8- -- -130.5' -
- -49.9 -58.5 -67.9: -77.9 = "88:6 100-1 -112.2. -125.0, '-'-138.5;
-50- =52.3 61.3-• -71.1 781.7, -92.9 -104.9. 117.E ` -131.0 --145.2-
60 -54.2 - -63.6 -73.7 --84.7. -96.3 -108.7- -121.9 -135.8 150.5
20. -60.1 -70.5, - =81.8 -93.9.- -106.8 - -120.6 -135.2`- - ' " -150.6 - -166.9
-25-- - -62.7- --73.6 --85.4 _98.0 --'_I I I.Ej -125.9 -141.2 A 57.3 -174.3
4 Partially 2 - 30, -65.4 -76.8 -89:0, -102.2 -116:3 -131.3 -147.2"- -164.0- A81:7 "
Enclosed -40 = -69.4 -81.5: = 94.5- -108:5 -123.4` =139.3. 156:2- 174.0. -192.8
50--- -' --72.8 -85.4' -99.0 -113.7 -129.3 -146.0 -163.7 -1824, 202:1
60. --75.4 -88.5 __ -102.7 -117.8 -134.1 -151.4 -169.7 -189.1. -209.5
20- --70.2 -82.4- -95.6- -109.7 -124.8 -140.9 -158.0 -176.0 =195.1-
25 -73.3 -86.1 -99.8 -114.6 -130.4 - -147.2 -165.0 -183.9 -203.7
3 30" 76.5 -89.7 -104.1 -119.5 -135.9 -153.5 -172.0 --194.7 '-V - -212.4
-- 40- -81.1 95.2---- --110.5 - -126.8 . -144.3- A 62.9 -182.6 -203.4 '_ --225.4
50: -85.0 -99.8 -115.8 -1329 -151.2 -170.7 -191.4 -213:2 -236.2
60• 88.2 -103.5 -120.0 -137.8 -156.7 -177.0 -198.4 -221.0 -244.9
GCS20002a FL33818 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.
CREEK GULF COAST SUPPLY&MANUFACTURING,LLC
Metal Roofing
TECHNICAL:SERVICES;LLC -
APPENDIX.C
Gable/Hip Roofs in Exposure D Roof slope between 2:12 and 12:12
Mean - - Basic Wind Speed m h
Building Type Zone
Hei ht ft 120 . '130 _. 140,- 150` �166 . .. 170:- . .__. 180 - 190'. 200
20 44.3- =52.0 --60.3 - -69.2 =78.7 -88.8 -99.6 -.111.0 - A 23.0
25 - -45.9 -53.9- --62.5 -71.7 -81.6 --92.1 103.3 -115.1 -127.5
1 -30 -47.5 -56.8 -64.7 -74.3 -84.5 -95.4 -107.0 -119.2 -132.1
40--- --50.0 -58.7' "-68.1 -78.1 -88.9 -100.4 -112.5 -125.4 -138.9
50 -52.1 -61.1 -70.9 -81.3 -92.5 -104.5 -117.1 -130.5 A44.6
60 -53.7 -63:0 -73.1 -83.9-- - -95.5 7107.8 ----120.8 -.134.6 A 49.1
20 -"- -64.6 - -75.8 87.9 -100.9 - -.114-8 -129.6 -145.3-- -161.9 -179.4
25-- -67.0 -78.6 -91.1 -104.6 -119.0 " =134.4 ---150.7 - -167.9 -186.0
Enclosed/ 30 - -69.4 -81.4 -94.4 -108.4 -123.3 -139.2 -156.0 -�-173.9 -19Z6
Partially Open -2 -40 -72.9 -85.6 --99.3 A14:0 ' A29.7 146.4 ` -164.1 =182.9 -202.6
50 -75.9 -89.1 -10:.3 -118.6 -135.0 --162.4 -170.8 190.4 -210.'9
60 -78.3 -91.9 -106.6 -122.4 -1392 .-157.2 -176.2 --196.3 -217.6
-20 -76.8 -90.1 -104.5 -119.9 136.5 =154.0 =172.7 -192.4 -213:2
25 -79.6 -93.4 -108.3 -124.4 141.5 -159.7 --179.1 -199.5 -221.1
3 -30 -82.4 -96.8 A 12.2 -128.8 -146.6 -165.4 -1855 206.7- -229.0
- - '40 86.7-- - -101.8 --118.0- -135.5 .454:1 174.0, -195.1 -217.4` -240'.8
50 -90.3 -105.9 -122.8 -141.0 -160.5 -181.1 --203.1 -226.3 -250.7
60 -=93.1- -109.3- -126:7 -145.5 -- -165.5- - - -186.8 209.5- ---233.4- -258:6
20 -51.8--- -60.8 - -70.5 -80.9 ---921 -103.9 -116.5 -,--129.8, =143.8-" '
25 - -53.7- --63.0 -73.1 - .-83.9 -95.6 -107.8 - -120.8 -134.6- -149.2
1 30 -55.6 -65.3 -75.7 -86.9 --98.9 -111.6 -125.1 -139.4 =154.5
40 - -58.5 -68.7 -79.6 -91.4 -104.0 117.4- -131.6 " _-146.6 -162.5
-50 - -60.9 771.5 - -82.9 .-95.1 -108.2 -122.2 ----137.0 -152.6 -169.1
- .60- --62.8--- , 43.7 -85:5 -98.1 7111.7 -126.0` - -141.3 -157.5 -174.5---
20- -72.1 --84.6 -98.1 -112.6 -128.2 -144.7 -162.2 -180:7 -200.2
25 -74.8 - -87.7 --101.7 -116.8 -1329 -150.0 =168.2 -187.4-- -207.6
Partially - 30- -77.4 790.9 A05.4 -121.0 -137.6 - -155.4 A-74.2 -194.1 -215.1
Enclosed 40 _ -81.4 `- -95:6 A 10.8 --127.2 144:8 - --163.4'" -183.2 _ 204.1 ' -226.2 `
50 -84.8 --99.5- -115.4 A32A -150.7 -170.1 --A90.7 -212.5- -235.5
- 60 60 -87.4 -102.6 -119.0 -136.6 --155.4 -175.5 196.7 -'-219:2 - -242.9 --
20 -84.3 -98.9 -114.7 -131.7 -149.8 -169.1 A89.6 -211.3 -234-.1-
25 -87.4 -102.6 -118.9 -136.5-" -155.4 -175.4 -196.6 -219.1 - -242.7 '
3 30 " -90.5 -106.2 -123.2 -141.4 -160.9 -181.6 -203.6 -226.9 -251.4-
A0 -95.2 -111.7 A 29.6 -148.7 A 69.2 1910 -4-
-2142 -238.6
50 -99.1 -116.3 134.9 -154-8 -176.2 -198.9 -223.0 "
-248.4 -275.2
60 -102.2 -120.0 -139.1 -159.7 181.7-" -205.1 -230.0 -256.2 -283.9
GCS20002a FL33818 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.