831 BEACH AVE RES23-0016 Gulf Coast Metal Roofing REV 2-28-23a CREEK
Technical Services, LLC
GCS20002.3b FL33818-R3 Page 1 of 4 Page 1 of 14
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.
Registry No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020)
Manufacturer: GULF COAST SUPPLY & MANUFACTURING, LLC Issued December 16, 2022
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
(352) 498-7852
www.gulfcoastsupply.com
Manufacturing Locations: Alachua, FL
Sebring, FL
Montgomery, AL
Quality Assurance: PRI Construction Materials Technologies, LLC (QUA9110)
SCOPE
Category: Roofing
Subcategory: Metal Roofing
Code Edition: Florida Building Code, 7th Edition (2020) High-Velocity Hurricane Zones (HVHZ)
Code Sections: 1518.9.1, 1523.1.1, 1523.6.5, 1523.6.5.2.4, 1523.6.5.2.4.1
Properties: Wind Resistance
REFERENCES
Entity Report No. Standard Year
Architectural Testing, Inc. (TST1527) B9000.01-450-18 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) T273-08 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-I 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 FM 4471 1992
Force Engineering & Testing (TST5328) 117-0378T-11A FM 4471 1992
Force Engineering & Testing (TST5328) 117-0378T-11B FM 4471 1992
Force Engineering & Testing (TST5328) 117-0378T-11C FM 4471 1992
PRI Construction Materials Technologies (TST5878) HTL-018-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) 1272T0002 ASTM B 117
TAS 110
2016
2000
PRI Construction Materials Technologies (TST5878) 1272T0003 ASTM B 117
TAS 110
2016
2000
PRI Construction Materials Technologies (TST5878) 1272T0005 ASTM G 155
TAS 110
2013
2000
PRI Construction Materials Technologies (TST5878) 1272T0006 ASTM G 155
TAS 110
2013
2000
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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 a re not
specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
PRODUCT DESCRIPTION
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;
Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3
VersaLoc Profile: 1.5 in. mechanical seam; Max. 18 in. coverage
Description: Non-structural, mechanical lock 180º standing seam roof panel
Material: Min. 24 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G90;
Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3
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 coated with Florupon® 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;
Fy = min. 25 ksi; Shall conform with FBC Section 1507.4.3
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This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
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 coated with Florupon® or ASTM A653 G90;
Fy = min. 80 ksi; Shall conform with FBC Section 1507.4.3
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;
Fy = min. 80 ksi; Shall conform with FBC Section 1507.4.3
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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 a re not
specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
LIMITATIONS
1. This report is not for use outside the HVHZ.
2. Fire classification is not within the scope of this evaluation.
3. The roof deck and the roof deck attachment information are provided based on testing. FBC requirements
for the rational design of the roof deck, including the attachment, are not within the scope of this
evaluation.
4. Roof slope shall be 2:12 or greater.
5. Reroofing shall be in accordance with Section 1521.
6. 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.
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, P.E. have demonstrated compliance with the Florida Building
Code, 7th Edition (2020) High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted
by the named manufacturer.
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distri buting
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)
This item has been
digitally signed and
sealed by Zachary R.
Priest, PE, on 12/16/2022.
Printed copies of this
document are not
considered signed and
sealed and the signature
must be verified on any
electronic copies.
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GCS20002.3b FL33818-R3 Page 1 of 3 Page 1 of 14
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 a re not
specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX A
INSTALLATION
Note - Refer to the APPROVED ROOF SYSTEMS section of this report for specific installation details of a selected system.
Unless otherwise specified in this report the following installation details shall be met for the named products:
Component Product Installation Detail
Fasteners
#9-15 HWH wood screw
with sealing washer
Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion
resistant in accordance with FBC section 1507.4.4.
#9-15 HWH WoodZAC
screw
#10-12 Pancake Type A
screw
#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.
Clips
GulfLok Clip
24 ga. in-seam clip
NC-33003-3 Sliding Clip
Sealants TiteBond Weathermaster
Metal Roof Sealant Shall be applied in 1/4”- 5/16” continuous beads on the male rib along the seam
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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 a re not
specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX A
Fastening Details
Nomenclature Attachment
GulfLok Type 1
GulfLok Type 2
VersaLoc Type 1
5V Type 1
GulfPBR Type 1
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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 a re not
specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX A
Fastening Details
Nomenclature Attachment
GulfPBR Type 2
GulfRib Type 1
GulfRib Type 2
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GCS20002.3b FL33818-R3 Page 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, recom mended use, or other
product attributes that are not specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX B
APPROVED ROOF SYSTEMS
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressure (MDP) was calculated using a 2:1 margin of safety per FBC Section 1523.4.
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The on-center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system.
5. Underlayment shall be installed in accordance with FBC requirements. The minimum underlayment shall be ASTM D 226, Type II installed as described
in FBC Section 1518.2.1 with nails and tin caps per 1517.5.
6. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 ga (Fy = min.40 ksi) Wide Rib Deck (Type WR)
conforming to ANSI/SDI-RD1.0 & FBC. In no case shall the panels be installed on less than two continuous spans, which are spaced a maximum 5 -ft o.c.
At minimum, the deck shall be attached with one (1) #12 x 1.5-inch HWH self-drilling screws at the bottom of each flute (maximum. 6-inch o.c. along the
support). At minimum, the deck side laps shall be fastened a maximum 6-inch o.c. with #12 x 1.5-inch HWH self-drilling screws.
7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 19/32-inch thick APA Span-Rated plywood
sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall be the minimum plywood sheathing or wood plank
thickness at maximum 24-inch span as stated in the approval tables on following pages . In no case shall the attachment be less than 8d ring shank nails
spaced 6-inch o.c.
Roof System Numbers and Definitions
LOK-W# GulfLok 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# GulfPBR over Wood Deck (New or Existing)
RIB-W# GulfRib over Wood Deck (New or Existing)
Approved Systems for GulfLok over Wood Deck (New or Existing)
System
No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
(psf)
LOK-W-1 Min. 15/32
CDX plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. GulfLok
Max. 16-inch coverage
GulfLok Type 1 attachment with #10-12 x 1”
Pancake Type A screws spaced 5-3/16 in. o.c.
Titebond Weathermaster Metal Roof Sealant
applied to male rib.
-121.75
LOK-W-2 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC 26 ga., Grade 80 GulfLok
Max. 16-inch coverage GulfLok Type 1 attachment #10-12 x 1”
Pancake Type A screws spaced 5-3/16 in. o.c -63.5
LOK-W-3 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC 26 ga., Grade 80 GulfLok
Max. 16-inch coverage
GulfLok Type 2 attachment with
#10-12 x 1” Pancake Type A screws through
clip and spaced 5-3/16 in. o.c.
-161
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GCS20002.3b FL33818-R3 Page 2 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, recom mended use, or other
product attributes that are not specifically addressed herein.
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)
VL-W-1 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation
As required per FBC Min. 24 ga. VersaLoc
Max. 16-inch coverage
VersaLoc Type 1 attachment
with clips spaced 24 in. o.c. -59.75
VL-W-2 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation
As required per FBC Min. 24 ga. VersaLoc
Max. 16-inch coverage
VersaLoc Type 1 attachment
with clips spaced 6 in. o.c. -123.5
Approved Systems for 5V Crimp over Wood Deck (New or Existing)
System
No. Deck Fire Barrier/
Insulation Underlayment Roof Panel Panel Attachment MDP
(psf)
5V-W-1 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. 5V Crimp
24-inch coverage 5V Crimp Type 1 attachment with #9-15 HWH wood
screws with sealing washers spaced 12 in. o.c. -108.5
5V-W-2 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. 5V Crimp
24-inch coverage 5V Crimp Type 1 attachment with #9-15 HWH wood
screws with sealing washers spaced 6 in. o.c. -156.5
Approved Systems for GulfPBR over Wood Deck (New or Existing)
System
No. Deck Fire Barrier/
Insulation Underlayment Roof Panel Panel Attachment MDP
(psf)
PBR-W-1 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. GulfPBR
36-inch coverage
GulfPBR Type 1 attachment with #9-15 15 HWH WoodZAC
screws spaced 24 in. o.c.
Laps fastened with 1/4-14 x 7/8” HWH ZAC Impax Lap
screws spaced 24 in. o.c.
-60.5
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quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recom mended use, or other
product attributes that are not specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX B
Approved Systems for GulfPBR over Wood Deck (New or Existing)
System
No. Deck Fire Barrier/
Insulation Underlayment Roof Panel Panel Attachment MDP
(psf)
PBR-W-2
Min. 1x4 No. 2
SYP wood
purlins spaced
24 in. o.c.
over
Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. GulfPBR
36-inch coverage
GulfPBR Type 1 attachment with #9-15 HWH WoodZAC
screws spaced 24 in. o.c. into wood purlins
Laps fastened with 1/4-14 x 7/8 ZAC Impax Lap screws
spaced 24 in. o.c.
-100.5
PBR-W-3
Min. 1x4 No. 2
SYP wood
purlins spaced
12 in. o.c.
over
Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. GulfPBR
36-inch coverage
GulfPBR Type 2 attachment with #9-15 15 HWH
WoodZAC screws spaced 12 in. o.c. into wood purlins
Laps fastened with 1/4-14 x 7/8” HWH ZAC Impax Lap
screws spaced 24 in. o.c.
-151.75
PBR-W-4 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. GulfPBR
36-inch coverage
GulfPBR Type 2 attachment with #9-15 HWH WoodZAC
screws spaced 12 in. o.c.
Laps fastened with 1/4-14 x 7/8” HWH ZAC Impax Lap
screws spaced 24 in. o.c.
-154.75
Approved Systems for GulfRib over Wood Deck (New or Existing)
System
No. Deck Fire Barrier/
Insulation Underlayment Roof Panel Panel Attachment MDP
(psf)
RIB-W-1 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 29 ga. GulfRib
36-inch coverage GulfRib Type 1 attachment with # with #9-15 HWH
WoodZAC screws spaced 24 in. o.c -71.75
RIB-W-2
Min. 1x4 No. 2
SYP wood
purlins spaced
24 in. o.c.
over
Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. GulfRib
36-inch coverage GulfRib Type 1 attachment with #9-15 HWH WoodZAC
screws spaced 24 in. o.c. into wood purlins -106.75
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quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recom mended use, or other
product attributes that are not specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX B
Approved Systems for GulfRib over Wood Deck (New or Existing)
System
No. Deck Fire Barrier/
Insulation Underlayment Roof Panel Panel Attachment MDP
(psf)
RIB-W-3 Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. GulfRib
36-inch coverage GulfRib Type2 attachment with #9-15 HWH WoodZAC
screws spaced 12 in. o.c. -159.25
RIB-W-4
Min. 1x4 No. 2
SYP wood
purlins spaced
12 in. o.c.
over
Min. 15/32
B-C plywood
OPTIONAL
Approved fire barrier
or insulation As required per FBC Min. 26 ga. GulfRib
36-inch coverage GulfRib Type 1 attachment with #9-15 HWH WoodZAC
screws spaced 12 in. o.c. into wood purlins -164.25
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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, recom mended use, or other
product attributes that are not specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX C
DESIGN WIND LOADS
The following tables provide design wind loads for components and cladding in accordance with Section 1620 of the FBC and ASCE 7-16 under the following
provisions:
1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1620 of the FBC.
2. Exposure C and D shall be as defined in section 1620 of the FBC.
3. Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 6.1:12
4. All calculations are based on an effective wind area of 10-ft2 or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis
6. Overhangs have been excluded from the analysis.
7. Wind directionality factor, Kd = 0.85
8. Design wind loads are calculated using Pasd = 0.6Pult.
9. Zone 2 is inclusive of Zone 2e, Zone 2n, and Zone 2r
10. Zone 3 is inclusive of Zone 3e and Zone 3r
11. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional
12. Zones 1, 2, and 3 shall be defined as shown below. Dimension “a” shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever
is smaller, but not less than either 4% of the least horizontal dimension or 3ft
Gable Hip
.
a a a
3 3 a
2 2 1
2 3
a 3
2
a
3
2
2 3
3
1 2
2 3
a a
a
a
a
3
3 2
2
1
1
2 2 1
a
2 2 1
3
3
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quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recom mended use, or other
product attributes that are not specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX C
Gable/Hip Roofs in Exposure C in Miami-Dade & Broward County (Roof slopes between 2:12 and 12:12)
Building Type Zone Mean Roof
Height (ft)
Basic Wind Speed (mph)
Risk Cat I Risk Cat I Risk Cat II Risk Cat II Risk Cat III, IV Risk Cat III,IV
156 165 170 175 180 186
Enclosed/
Partially Open
1
20 -62.3 -69.7 -74.0 -78.5 -83.0 -88.6
25 -65.1 -72.8 -77.3 -81.9 -86.7 -92.6
30 -67.9 -75.9 -80.6 -85.4 -90.4 -96.5
40 -72.0 -80.6 -85.6 -90.7 -95.9 -102.4
50 -75.5 -84.5 -89.7 -95.0 -100.5 -107.3
60 -78.3 -87.6 -93.0 -98.5 -104.2 -111.3
2
20 -90.9 -101.7 -108.0 -114.4 -121.1 -129.3
25 -95.0 -106.3 -112.8 -119.5 -126.5 -135.0
30 -99.0 -110.8 -117.6 -124.6 -131.8 -140.8
40 -105.1 -117.6 -124.8 -132.2 -139.9 -149.4
50 -110.1 -123.2 -130.8 -138.6 -146.6 -156.6
60 -114.2 -127.7 -135.6 -143.7 -152.0 -162.3
3
20 -108.1 -120.9 -128.4 -136.0 -143.9 -153.7
25 -112.9 -126.3 -134.1 -142.1 -150.3 -160.5
30 -117.7 -131.7 -139.8 -148.1 -156.7 -167.3
40 -124.9 -139.7 -148.3 -157.2 -166.3 -177.6
50 -130.9 -146.5 -155.5 -164.7 -174.3 -186.1
60 -135.7 -151.8 -161.2 -170.8 -180.7 -192.9
Partially
Enclosed
1
20 -72.9 -81.6 -86.6 -91.8 -97.1 -103.7
25 -76.2 -85.2 -90.4 -95.8 -101.4 -108.3
30 -79.4 -88.8 -94.3 -99.9 -105.7 -112.9
40 -84.3 -94.3 -100.1 -106.0 -112.2 -119.8
50 -88.3 -98.8 -104.9 -111.1 -117.6 -125.5
60 -91.6 -102.4 -108.7 -115.2 -121.9 -130.2
2
20 -101.5 -113.6 -120.6 -127.8 -135.2 -144.3
25 -106.0 -118.6 -125.9 -133.4 -141.2 -150.7
30 -110.5 -123.7 -131.3 -139.1 -147.2 -157.1
40 -117.3 -131.2 -139.3 -147.6 -156.2 -166.8
50 -123.0 -137.5 -146.0 -154.7 -163.7 -174.8
60 -127.5 -142.6 -151.4 -160.4 -169.7 -181.2
3
20 -118.7 -132.8 -140.9 -149.3 -158.0 -168.7
25 -124.0 -138.7 -147.2 -156.0 -165.0 -176.2
30 -129.2 -144.6 -153.5 -162.6 -172.0 -183.7
40 -137.1 -153.4 -162.9 -172.6 -182.6 -195.0
50 -143.7 -160.8 -170.7 -180.9 -191.4 -204.3
60 -149.0 -166.7 -177.0 -187.5 -198.4 -211.8
A CREEK
Technical Services, LLC
GCS20002.3b FL33818-R3 Page 3 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, recom mended use, or other
product attributes that are not specifically addressed herein.
GULF COAST SUPPLY & MANUFACTURING, LLC
Metal Roofing (HVHZ)
APPENDIX C
Gable/Hip Roofs in Exposure D in Miami-Dade & Broward County (Roof slopes between 2:12 and 12:12)
Building Type Zone Mean Roof
Height (ft)
Basic Wind Speed (mph)
Risk Cat I Risk Cat I Risk Cat II Risk Cat II Risk Cat III, IV Risk Cat III,IV
156 165 170 175 180 186
Enclosed/
Partially Open
1
20 -74.8 -83.7 -88.8 -94.1 -99.6 -106.3
25 -77.6 -86.8 -92.1 -97.6 -103.3 -110.3
30 -80.4 -89.9 -95.4 -101.1 -107.0 -114.2
40 -84.5 -94.5 -100.4 -106.3 -112.5 -120.1
50 -88.0 -98.4 -104.5 -110.7 -117.1 -125.1
60 -90.7 -101.5 -107.8 -114.2 -120.8 -129.0
2
20 -109.1 -122.1 -129.6 -137.3 -145.3 -155.1
25 -113.2 -126.6 -134.4 -142.4 -150.7 -160.9
30 -117.2 -131.1 -139.2 -147.5 -156.0 -166.6
40 -123.3 -137.9 -146.4 -155.1 -164.1 -175.2
50 -128.3 -143.6 -152.4 -161.5 -170.8 -182.4
60 -132.4 -148.1 -157.2 -166.6 -176.2 -188.2
3
20 -129.7 -145.1 -154.0 -163.2 -172.7 -184.4
25 -134.5 -150.5 -159.7 -169.3 -179.1 -191.2
30 -139.3 -155.9 -165.4 -175.3 -185.5 -198.1
40 -146.5 -163.9 -174.0 -184.4 -195.1 -208.3
50 -152.5 -170.6 -181.1 -192.0 -203.1 -216.8
60 -157.3 -176.0 -186.8 -198.0 -209.5 -223.7
Partially
Enclosed
1
20 -87.5 -97.9 -103.9 -110.1 -116.5 -124.4
25 -90.7 -101.5 -107.8 -114.2 -120.8 -129.0
30 -94.0 -105.1 -111.6 -118.3 -125.1 -133.6
40 -98.8 -110.6 -117.4 -124.4 -131.6 -140.5
50 -102.9 -115.1 -122.2 -129.5 -137.0 -146.3
60 -106.1 -118.7 -126.0 -133.6 -141.3 -150.9
2
20 -121.8 -136.3 -144.7 -153.3 -162.2 -173.2
25 -126.3 -141.3 -150.0 -159.0 -168.2 -179.6
30 -130.8 -146.4 -155.4 -164.7 -174.2 -186.0
40 -137.6 -154.0 -163.4 -173.2 -183.2 -195.6
50 -143.3 -160.3 -170.1 -180.3 -190.7 -203.6
60 -147.8 -165.3 -175.5 -186.0 -196.7 -210.1
3
20 -142.4 -159.3 -169.1 -179.2 -189.6 -202.5
25 -147.7 -165.2 -175.4 -185.8 -196.6 -210.0
30 -153.0 -171.1 -181.6 -192.5 -203.6 -217.4
40 -160.9 -180.0 -191.0 -202.4 -214.2 -228.7
50 -167.5 -187.3 -198.9 -210.7 -223.0 -238.1
60 -172.7 -193.2 -205.1 -217.4 -230.0 -245.6