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FL # FL33818-RO
Application Type New
Code Version 2020
Application Status Approved File41+�= Jens „
Comments
Archived iea
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 �Fp
jared.pearce@gulfcoastsuppiy.com
� O
Technical Representative &�°gym
Address/Phone/Email �'¢A
Quality Assurance Representative REVIEWED FOR
Address/Phone/Email CODE COMPLIANCE
Category
Roofing ST. LUCIE COUNTY
Subcategory Metal Roofing 13®CC V
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
C! 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
t i Validation Checklist - Hardcopy Received
Certificate of Independence FL 3818 RO COI GCS 0002a 2020 FBC Fv,l Metal Roofing N -adYjjZ
hnaLwff
Referenced Standard and Year (of Standard) Standard Year
;ASTM B 117 2016
ASTM G 155 2013
FM 4471 1992
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...2YOPr4PF4dQoT5r%2fFA9th%2fha%2b7jjUUQKUnMLX1o1ESECSIK6g%3d%3d Page 1 of 3
Florida Bui►ding Code Online
3/14122, 3:39 PM
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
:Date Pending FBC Approval
Date Approved
Date Revised
Summmru of Prndurta
TAS 100
1995
TAS 110
2000
TAS 125
2003
UL 1897
2012
UL 580
2006
Method 1 Option D
10/11/2020
10/31/2020
11/05/2020
12/16/2020
04/13/2021
FL #
Model, Number or Name
Description
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 RO11 QZQ90 020 FBC Eval Metal Roofing
Approved for use outside HVHZ: No
}iVH7- ffnal.p-df
Impact Resistant: N/A
Design Pressure: +0/-164.25
Other: See evaluation report for limits of use.
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
F1.33818 RQ AE GGS 0002b 2020 FBC Eval Metal Roofing
HVHZ final.pd
Created by Independent Third Party: Yes
33818.2
Metal Roofing Systems (nonHVHZ)
GulfLok, GulfSeam, MegaLoc, VersaLoc, 5V Crimp, GulfPBR,
GulfRib and GuifWave
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL33818 RO 1 GCS20002a 2020 FBC Eval Metal Roofing
NonHVH7 final.ndf
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: +0/-164.25
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FL33818110 AE GCS20002 2g2Q FBC Eval Metal Roofing
LHVHZ fi a per'
Created by Independent Third Party: Yes
aack Ncxl
:Contact Us :: g601 Blair Stone'Road Tallahassee R. 32322 Phone: 850.487-1824
The State of Florida is an AA/EEO employer. Coovrieht 2007-2013 State of Florida.:: Privacy Statement :: Aaeessibility Statement :: Refund Statement
Under Florida law, email addresses are public records, if you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, KS, must provide the Department with an email address'if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please clickil aL.
Product Approval Accepts:
MITI la_q!iz
https://www.floridabu11din g.org/pr/pr_app_dtl.aspx7 pare m=wGEVX...2YOPr4PF4dQoT5r%2fFA9th%2fha%o2b7jj000KUnMLX1o1ESECSiK6g%3d%3d Page 2 of 3
Certificate of Authorization No. 29824
CREEK17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL, SERVICLS, LLC (813) 480-3421
EVALUATION REPORT FLoRIDA BUILDING CODE, 7T" EDITION (2020)
Manufacturer: GULF COAST SUPPLY & MANUFACTURING, LLC Issued October 22, 2020
14429 SW 2`d Place, Suite G30
Newberry, FL 32669
(352)498-7852
www.gulfcoastsupply.com
Manufacturing Locations: Alachua, FL
Sebring, FL
Montgomery, AL
Quality Assurance: Keystone Certifications, Inc, (QUA1824)
SCOPE
Category: Roofing
Subcategory: Metal Roofing
Code Edition: Florida Building Code, rh Edlbon (2020) High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1518.9.1, 1523.1.1, 1523.6.5, 1523.6.5.2.4, 1523.6.5.2.4.1
Properties: Wind Resistance
REFERENCES
gotgotly
Report No,
Standard
Year
Architectural Testing, Inc. (TST1527)
B9000.01450-18
TAS 125
2003
Farabaugh Engineering & Testing, Inc. (TST1654)
T126-07
TAS 100
1995
Farabaugh Engineering & Testing, Inc. (TST1654)
T128-07
TAS 100
1995
Farabaugh Engineering & Testing, Inc. (TST1654)
T129-07
TAS 100
1995
Farabaugh Engineering & Testing, Inc. (TST1654)
T130-07
TAS 100
1995
Farabaugh Engineering & Testing, Inc. (TST1654)
T132-07
TAS 100
1995
Farabaugh Engineering & Testing, Inc. (TST1654)
T215-08
TAS 100
1995
Farabaugh Engineering & Testing, Inc. (TST1654)
T270-08
TAS 100
1995
'Farabaugh Engineering & Testing, Inc. (TST1654)
T271-08
TAS 100
1995
Farabaugh Engineering & Testing, Inc. (TST1654)
T272-08
TAS 100
1995
Farabaugh Engineering & Testing; Inc. (TST1654)
T273-68
TAS 100
1995
Farabaugh Engineering & Testing, Inc. (TST1654)
T356-10
TAS 100
1995
Force Engineering & Testing (TST5328)
72-0313T-06A-C
TAS 125
2003
Force Engineering & Testing (TST5328)
'72-0198T-07A-C
TAS 125
2003
.Force Engineering & Testing (TST5328)
117-0062T-07A-C
TAS 125
2003
Force Engineering & Testing (TST5328)
117-0062T-07D-F
TAS 125
2003
:Force Engineering & Testing (TST5328)
117-0062T-07G-1
TAS 125
2003
Force Engineering & Testing (TST5328)
117-0062T-07J-L
TAS 125
2003
Force Engineering & Testing (TST5328)
117-0065T-07A-C
TAS 125
2003
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
IFM 4471
1992
.Force Engineering & Testing (TST5328)
117-0378T-11 A
FM 4471
1992
Force Engineering & Testing (TST5328)
117-0378T-11 B
FM 4471
1992
Force Engineering & Testing (TST5328)
117-0378T-11 C
FM 4471
1992
PRI Construction Materials Technologies (TST5878)
HTL-018.02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
1272T0002
ASTM B 117
2016
TAS 110
2000
PRI Construction Materials Technologies (TST5878)
1272T0003
ASTM B 117
2016
TAS 110
2000
PRI Construction Materials Technologies (TST5878)
1272T0005
ASTM G 155
2013
TAS 110
2000
GCS20002b FL33818 Pane 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
tt
PRI Construction Materials Technologies (TST5878)
PRODUCT DESCRIPTION
.GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVH2)
Reeort No.Standard Year
1272T0006 ASTM G 155 2013
TAS110 2000
GulfLok
Profile:
1 in. snap lock seam; Max.16 in, coverage
Description:
Non-structural, snap lock standing seam roof panel with 7/8 in. slotted nail strip
Material:
Min. 26 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G90;
F = min. 50 ksi; Shall conform with FBC Section 1507.4.3
12" and 16" Coverage
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 coated with Florupon® or ASTM A653 G90;
F = min. 50 ksi; Shall conform with FBC Section 1507.4.3
1'n"
16°• ir6verage
5V Crimp
Profile:
7/16 in. ribs at 12 in. o.c.; 24 in. coverage
Description:
Non-structural, throu h fastened roof panel .
aterial:
Min. 26 ga. ASTM A792 AZ60 coated. with FloruponS or ASTM A653 G90;
Fy = min. 50 ksi,, Shall conform with FBC Section 1507.4.3
Min. 0.032 in. ASTM B209, 3105 H24 aluminum; Optional Florupon® paint finish;
F = min. 25 ksi; Shall conform with FBC Section 1507.4.3
7 2"
.24" Coverage
GulfPBR
Profile:
1 1/4in. ribs at 12 in. o.c.; $6 in. cover
GCS20002b 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.
TECHNICAL SERVICES, LLC
CREEK
.GULF COAST SUPPLY $ MANUFACTURING, LLC
Metal Rooting (HVHZ)
Description:
Non-structural, through fastened roof panel
Material:
Min. 26 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G90;
F = min. 80 ksi; Shall conform with FBC Section 1507.4.3
3
1114ai
rr 1 Z" .
36" Coverage
GulfRib
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 coated with Florupon® or ASTM A653 G90;
F = min. 80 ksi; Shall conform with FBC Section 1507.4.3
314"�loom
36" Coverage
3of4
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 hot express not imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
WITATIONS
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
1. Fire classification is not within the scope of this evaluation.
2. The roof deck and the roof deck attachment information are provided based on testing. Fi3C requirements
for the rational design of the roof deck, including the attachment, are not within the scope of this
evaluation.
3. Roof slope shall be 2:12 or greater..
4. Reroofing shall be in accordance with Section 1521.
5. Installation of the evaluated products shall comply with this report, RAS 133, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
'6. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 7r" Edition (2020) High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted
by the named manufacturer.
No 74021
� o
cic
��•: 'STATE OF
'o���S • O Ft t �,• •��,��
ON A' 1 ��
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, not 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 (3 pages)
2) APPENDIX B —Approved Roof Systems (4 pages)
3) APPENDIX C — Design Wind Loads (3 pages)
GCS20002b FL33818 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61020-3. 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.
7,. CREED.
t
TECHNICAL SERVICES, LLC
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX A
INSTALLATION
Note - Refer to the APPRoveo Roo>: SYSTEMS section of this report for specific installation details of a selected system.
Unless otherwise specified in this report the following Installation details shall be met for the named products;
Component
Product
Installation Detail
#9-15 HWH wood screw
with sealing washer
#9-15 HWH WoodZAC
screw
Shall penetrate through the sheathing a minimum 318 in. Shall be corrosion
#10-12 Pancake Type A
screw
Fasteners
resistant In accordance with FBC section 1507.4.4.
#12-11 Pancake Type A
screw
1/4-14 HWH ZAC Impax
Lap screw
Installed at panel side lap; Shall be corrosion resistant in accordance with FBC
section 1507.4.4.
24 ga. in -seam clip
114'
Gulfl-ok Clip
ILI
1�
Clips
0.78
f---- 4-1/4° —•�
2"
NC-33003.3 Sliding Clip
1/2"
L Q-Q
Sealants
TfteBu
Metal Roof
f Sealant
Metal Roof Sealant
Shall be applied in 1/4% 5116" continuous beads on the male rib along the seam
GG520002b FL33818 Pane 1 of 3
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.
CREED
TECHNICAL SERVICES, LLC
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX A
Fastening Details
Nomenclature
'Attachment
MAX.16" COVERAGE
Gul&ok Type 1
--- (1) #10-12 X 1 ° TYPE A PANCAKE
Gullok"m CLIP 24 GA.
GuIlLok Type 2
5
.(1) #10-12 X 1" TYPE A PANCAKE
Max. 18"
VersaLoc Type 1
rIN
r
V�1500SC SLIDING CLIP
(2) #12.11 x 1" Panhead per Clip
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
5V Type 1
21I 1211
1211
At Panel Lap --�
At Panel Lap
#1/4-14 x 7/8" Lap Screw @ 24' O.C. Max.
GuIIPBR Type 1
12" 12" =12"
(1) #9-15 x 1-1/2"
GCS20002b FL33818 Pane 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHh[ICAL SERVICES, LLC
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX A
Fastening Details
Nomenclature
Attachment
#1/4.14 x 718" Lap Screw Q 24" O.C. Max.
GuIfPBR Type 2
511 .711 -T, 511 711 7, 511 711
'1
(1) #9-15 x 1-1/2"
911
�AtP�anel Lap
GuItRib Type 1
Z(1) #9.15 x 1.1/2' w/Sealer Washer
{-- 6.5" � 2.5"T-6.5"—,2.511-F 6.5" 2.5" 7 6.5" 2.5"
I I
GulfRib Type 2
Z(1) #0-15 x 1-1/2" w/Sealer Washer
GCS20002b FL33818 Pane 3 of 3
'This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
a: _z CREEK
TECHNICAL SERVICES, LLC
APPROVED ROOF SYSTEMS
GULF COAST SUPPLY &MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX B
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressure (MDP) was calculated using a 2:1 margin of safety per FBC Section 1523.4.
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system.
5. Underlayment shall be installed in accordance with FBC requirements. The minimum underlayment shall be ASTM D 226, Type 11 installed as described
in FBC Section 1518.2.1 with nails and tin caps per 1517.5.
6. Steel Deck shall be _designed by others in accordance with FBC requirements and shall be minimum 22 ga (Fy = min.40 ks'i) Wide Rib Deck (Type WR)
conforming to ANSI/SDI-RD1.0 & FBC. In no case shall the panels be installed on less than two continuous spans, which are spaced a maximum 5-ft o.c.
At minimum, the deck shall be attached with one (1) #12 x 1.5-inch HWH self -drilling screws at the bottom of each flute (maximum. 6-inch o.c. along the
support). At minimum, the deck side laps shall be fastened a maximum 6-inch o.c. with #12 x 1.5-inch HWH self -drilling screws.
7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 19/32-inch thick APA Span -Rated plywood
sheathing or.wood plank at maximum 24-inch span for new construction. Existing construction shall be the minimum plywood sheathing or wood plank
thickness at maximum 24-inch span as stated in the approval tables on following pages. In no case shall the attachment be less than 8d ring shank nails
spaced 6-inch o.c.
Roof System Numbers and Definitions
LOK W#
Gulf -ok over Wood Deck New or Existin
VL-W#
1.5" VersaLoc over Wood Deck new or Existin
5V W#
5V Crimp over Wood Deck New or Existing)
PB W#
GulfPBR over Wood Deck New or Existin
RIB-W#
GulfRib over Wood Deck New or Existin
Approved Systems for GulfLok over Wood Deck (New or Existing)
System
Deck
Fire Barrier
Underlayment
Roof Panel
Panel Attachment
D
LOK-W 1
fin' 15132
OPTIONAL
Approved fire barrier
As required per FBC
� 9a., Grade 80 Gulfl..ok
GultLok Type 1 attachment #10-12 x 1"
�_5
B-C; plywood_
or insulation
Max. 1 &•inch coverage
Pancake Type A screws spaced 5-3/16 in. o.c
OPTIONAL
Gulf-ok Type 9 attachment with #10-12 x 1"
LOK W-2
Min' 15/32
Approvedfire barrier
As required per FBC
Min. 26ga. Gulfl ok
Pancake Type A screws spaced 5-3116 in. o.c.
421.75
CDX plywood
or insulation
Max. 16-inch coverage
Tdebond Weathennaster Metal Roof Sealant
applied to male rib.
Min.15/32
OPTIONAL
26 ga., Grade 80 GulfLok
Gulf-ok Type 2 attachment with
LOK W3
B-C plywood
Approved fire barrier
As required per FBC
Max. 16-inch coverage
#10-12 x 1" Pancake Type A screws through
461
or insulation
clip and spaced 53116 in. o.c.
GCS20W2b FL33818 Page 1 of 4
This evaluation report is provided for State of Flodda_product approval under Rule 61 G203. 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.
CREED.
TECHNICAL SERVICEs, LLC
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX B
Approved Systems for VersaLoc over Wood Deck (New or Existing)
System
No.
Deck
Fire Barrier
Underlayment
Roof Panel
Panel Attachment
MDP
(Psf)
-W 1
Min. 15/32
OPTIONAL
Approved frre barrier
As required per FBC
Min. 24 ga. VersaLoc
VersaLoc Type 1 attachment
�9.75
B-C plywood
or insulation
Max. 16-in h coverage
with clips spaced 24 in. o.c.
VL-W-2
Mn. 15132
B-C plywood
OPTIONAL
Approved fire barrier
As required per FBC
Min. 24 ga. VersaLoc
Max. 1&inch coverage
VersaLoc Type 1 attachment
with clips spaced 6 in. o.c.
423.5
or insulation
Approved Systems for 5V Crimp over Wood Deck (New or Existing)
System
No
Deck
Fire Barrier/
Insulation
Undedayment
Roof Panel.
Panel Attachment
MDP
(PsQ
5V-W1
Min. 15/32
OPTIONAL
Approved fire barrier
As required per FBC
Min. 26 ga. 5U Crimp
5V Crimp Type 1 attachment with #l9-15 HWH wood
408.5
_C plywood
or insulation
24-inch coverage
screws with sealing washers spaced 12 in. o.c.
5V W2
Min. 15J32
L
OPTIONAL
'� o barrier
As required per FBC
Min. 26 ga. 5V Crimp
5V Crimp Type 1 attachment with #/9-15 HWH wood
456.5
-C plywood
insulation
or insulation
24inch coverage
screws with sealing washers spaced 6 in. o.c.
Approved Systems for GulfPBR
over Wood .Deck (New or Existing)
System
No.
Deck
Fire Barrier/
Insulation
Llnderiayment
Roof Panel
Panel Attachment
MDP
(psf)
OPTIONAL
Gu#PBR Type 1 attachment with #9-1515 HWH WoodZAC
PBR-W 1
Min.15/32
B-C plywood
fire harrier
As required per FBC
Min. 26 ga. GuIfPBR
36-inch coverage
screws spaced 24 in. o.c.
Laps fastened with 1/4-14 x 7B" HWH ZAC Impax Lap
�'S
or
or insulation
screws spaced 24 in. o.c.
GCS20002b 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.
CREEK
TEGHN[CA L SERVICEs, LLC
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX IS
Approved Systems for GulfPBR
over Wood Deck (New or Existing)
System
Deck
Fire Barrier/MDP
Underlayment
Roof Panel
Panel Attachment
No.
Insulation
(Psfl
Min. 1x4 No. 2
SYP wood
pudins spaced
OPTIONAL
GuIfPBR Type 1 attachment with tG-15 HWH WoodZAC
PBR W 2
24 in. o.c.
Approved fire barrier :
As required per FBC
Min. 26 ga. GtdfPBR
screws spaced 24 in. o.c. into wood pudins
-100.5
over
or insulation
36-inch coverage
Laps fastened with 1/414 x 7/8 ZAC Impax Lap screws
Min.15132
spaced 24 in. o.c.
B-C-plywood
Min. 1x4 No. 2
SYP wood
pudins spaced
OPTIONAL
GU#PBR Type 2 attachment with #9-1515 HWH
PBR W 3
12 in.
Approved fire barrier
As required per FBC
Min. 26 ga. Gu1fPBR
WoodZAC screws spaced 12 in. o.c.. into wood purliris
-151.75
over
or insulation
36-inch coverage
Laps.fastened with 1/4-14 x 7/8" HWH ZAC Impax Lap
Min.15132
screws spaced 24 in. o.c.
B-C plywood
OPTIONAL
GuIfPBR Type 2 attachment with #f9-15 HWH WoodZAC
PBR-W-4
N6n.15132
Appd fire barrier
As required per FBC
Min. 26 ga. GulfPBR
screws spaced 12 in. o.c.
-154J5
B-C plywood
or insulation
or n
364nch coverage
Laps fastened with 1/414 x W HWH ZAC Impax Lap
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
(Psfl
RIB-W-1
Min.15/32
OPTIONAL
Approved fire barrier
As required per FBC
Min. 29 ga. GUIfRib
GuMb Type 1 attachment with # with #9-15 HWH
-71.75
B-C plywood
or insulation
364nch coverage
WoodZAC screws spaced 24 in. o.c
Min. 1x4 No. 2
SYP wood
RIB-W-2
pudins spaced
24 n. o.c.
OPTIONAL
Approved fire barrier
As required per FBC
Min. 26 ga. GulfRib
GuMb Type 1 attachment with #9-15 HWH-WoodZAC
406.75
over
or insulation
36-inch coverage
screws spaced 24 in. o.c. into wood purlins
Min. 15/32
B-C plywood
GCS20002b 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
TECHNICAL SERVICES, LLC
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX B
Approved Systems for GulfRib
over Wood Deck
(New or Existing)
System
Deck
Fire Barrier/
Underlayment
Roof Panel
Panel Attachment
MDP
No.
Insulation
(psf)
RIB-W-3
Min.15/32
OPTIONAL
Approved fire barrier
As required per FBC
Min. 26 ga. GulfRib
GulfRib Type2 attachment with #9.15 HWH WoodZAC
159.25
B-C plywood
or insulation
36-inch coverage
screws spaced 12 in. o.c.
Min. 1x4 No. 2
SYP wood
RIB`W-4-
puriins spaced
12 in. o.c.
OPTIONAL
Approved fire barrier
As required per FBC
Min. 26 ga. GulfRib
GuMb Type 1 attachment with ##9-15 HWH WoodZAC
464.25
over
or insulation
36-inch coverage
screws spaced 12 in. o.c. into wood purlins
Min.15132
B-C plywood .
GCS20002b FL33818
- _ ... Page 4 of 4
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
TECb- mcAL SERvICEs, LLC
DESIGN WIND LOADS
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX C
The following tables provide design wind loads for components and cladding in.accordance with Section 1620 of the FBC and ASCE 7-16 under the following
provisions:
1. Wind speeds for risk category I, 11, 111, and IV buildings shall be as defined in Section 1620 of the FBC.
2. Exposure C and D shall be as defined in section 1620 of the FBC.
3. Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 6.1:12
4. All calculations are based on an effective wind area of 1042 or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis.
6. Overhangs have been excluded from the analysis.
7. Wind directionality factor, Kd = 0.85
8. Design wind loads are calculated using Pasd=:0.6P„ n.
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 40% of the least horizontal dimension or 3ft
Gable Hip
2 1 2
GCS20002b. FL33818 Page 1 of 3
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.
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