HomeMy WebLinkAboutProduct Approval (2) Certificate of Authorization No.29824
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLOPJDA BUILDING CODE,7T"EDITION(2020)
Manufacturer: GULF COAST SUPPLY& MANUFACTURING, LLC Issued October 22, 2020
14429 SW 2"d Place, Suite G30 REVIEWED-FOR
Newberry, FL 32669
. (352)-498-7852 CODE COMPLIANCE
www.aulfcoastsupply.com STs LUCIE COUNTY
Manufacturing Locations: Alachua, FL SOCC
Sebring, FL
Montgomery,AL
Quality Assurance: Keystone Certifications, Inc. (QUA1824) File Copy
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
Enti 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-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 FM 4471 1992
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) 117-0378T-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 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.
r
r
CR C°E GULF COAST SUPPLY&MANUFACTURING,LLC
L Metal Roofing(HVHZ)
TECHNICAL SERVICES LLC
Enti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013
TAS 110 2000
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;
F =min. 50 ksi; Shall conform with FBC Section 1507.4.3
1( 1�Z"�aodl6",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 1607.4.3
t6"•Ivcoverage
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 1607.4.3
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!1 1.2$'
24";Coverage
GuIfPBR 1, Profiler 1 1/4 in. ribs at 12 in. o.c.; 36 in. coverage
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.
GULF COAST SUPPLY&MANUFACTURING, LLC
CREEK Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
Description: Non-structural,through fastened roof panel
Material: Min. 26 ga.ASTM A792 AZ50 coated with Florupon®or ASTM A653 G90;
Fv= min. 80 ksi; Shall conform with FBC Section 1507.4.3
AIL
11140
er
e
ov
36 C 9
Gu_lfRib 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
NW
314
36"CdVer� e.
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.
GULF COAST SUPPLY&MANUFACTURING, LLC
CREEK Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.p valuat n.
2. 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.
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 manufacturers
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, 7th Edition (2020) High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted
by the named manufacturer.
,`�,tllill��r�6
°�%` p,Y R.
°G�P; • • 9j��i�
�,°�'P�••�`GE NSF As'.
No 74021
�CCo
:p STATE OF
O�.' -.. O R t O P N Zachary R. Priest, P.E.
Florida Registration No. 74021
�tl ONA'� Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A—Installation(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 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(HVHZ)
TECHNICAL SERVICES, LLC
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:
omponent: ':Product;: � ;Installation Detail
#9-15 HWH wood screw
with sealing washer
#9-15 HWH WoodZAC
screw Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion
#10-12 Pancake Type A resistant in accordance with FBC section 1507.4.4.
Fasteners screw
#12-11 Pancake Type A
screw
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
114'
Gulfl-ok Clip
14411
Clips
0.78
--— 4-1/4" --•�
211
NC-33003-3 Sliding Clip
1/211
Sealants TiteBond Weathermaster Shall be applied in 1/4%5/16"continuous beads on the male rib along the seam
Metal Roof Sealant
GCS20002b FL33818 'Page 1 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.
" GULF COAST SUPPLY&MANUFACTURING, LLC
CREEK Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX A
Fastening Details
Nomenclature Attachment
MAX. 16" COVERAGE
GuItLok Type 1
(1) #10-12 X 1"TYPE A PANCAKE
GuifLokT" CLIP 24 GA.
GultLok Type 2
(1) #10-12 X 1"TYPE A PANCAKE
Max. 18"
VersaLoc Type 1 *=IN
r
_-1500SC SLIDING CLIP
(2)#12-11 x 1"Panhead per Clip
:3
(1} #9-15 x 1-1/2" HwH w/Sealing Washer
5V Type 1
,�---12" �12" �
At Panel Lap
At Panel Lap
�� d
#1 4-14 x 7 8 La Screw 24 O.C. Max.
! ! p @
12"— 12" 12"
GuifPBR Type 1
" - (1) #9-15 x 1-1/2"
GCS20002b FL33818 Page 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.
CREEKGULF COAST SUPPLY&MANUFACTURING,LLC
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX A
Fastenin".Details
Nomenclature , "Attachment<
#1/4-14 x 7/8"Lap Screw @ 24"O.C._Max.
5„ �,� 5III 7n 5„_ 7„ 5„
1'
GulfPBR Type 2
(1)#9-15 x 1-1/2"
9n 9" 9" �AtLanel
Lap
GulfRib Type 1 Z(1)
#9-15 x 1-1/2'wfSealer Washer
�6.5"�2.5" 6.511 2.511�6,5" 2.5" 6.5" 2.5"
Gulf?ib Type 2
Z(1)#9-15 x 1-1/2"w/Sealer Washer
GCS20002b FL33818 Page 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.
CREEK GULF COAST SUPPU
TECHNICAL SERVICES, LLC
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 ass
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,Typ
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)Wi
conforming to ANSI/SDI-RD1.0&FBC. In no case shall the panels be installed on less than two continuous spans,which are
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(maxim
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
sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall be the minimum plywoo
thickness at maximum 24-inch span as stated in the approval tables on following pages. In no case shall the attachment be le
spaced 6-inch o.c.
Roof System Numbers and Definitions
LOK-W# Gulfl-ok over Wood Deck New or Existing)
VL-W# 1.5"Versal-oc 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)
RI B-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 Attachmei
_
Min. 15/32 OPTIONAL 26 ga.,Grade 80 Gulf-ok Gulf-ok Type 1 attachment
LOK-W-1 B-C plywood Approved fire barrier As required per FBC Max.16-inch coverage Pancake Type A screws space.
or insulation
OPTIONAL GulfLok Type 1 attachment wii
Min. 15/32 Min.26 ga.Gulf-ok Pancake Type A screws space(
LOK-W-2 CDX plywood Approved fire barrier As required per FBC Max.16-inch coverage Titebond Weathermaster Meta
or insulation applied to male rit
Min.15/32 OPTIONAL 26 ga.,Grade 80 GulfLok GulfLok Type 2 attachm
LOK-W-3 B-C plywood Approved fire barrier As required per FBC Max.16-inch coverage #10-12 x 1"Pancake Type A:
or insulation clip and spaced 5-3/16
GCS20002b FL33818
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, I
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installatioi
product attributes that are not specifically addressed herein.
CREEK GULF COAST SUPPI2
TECHNICAL SERVICES, LLC
Approved Systems for VersaLod''ver Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachmei
-�No
Min.15/32 OPTIONAL Min.24 ga.VersaLoc VersaLoc Type 1 attac
VL-W-1 d B-C plywood Approve fire barrier As required per FBC
Max.16-inch coverage with clips spaced 24 ii
or insulation
Min.15/32 OPTIONAL Min.24 ga.VersaLoc VersaLoc Type 1 attac
-W-2 B-C plywood Approved fire barrier As required per FBC or insulation Max 16-inch coverage with clips spaced 6 it
A roved S stems for"5V crim over Wo6d Deck New`o�Ezistin
PP Y P 9)
System _ Fire Barner/ -
Deck Underlayment Roof Panel _ Panel Attachment
Insulation ;
Min. 15/32 OPTIONAL Min.26 ga.5V Crimp 5V Crimp Type 1 attachment with#9-'
5V-w1 B-C plywood Approved fire barrier As required"per FBC 24-inch coverage screws with sealing washers space,
or insulation
'OPTIONAL
Min.15/32 Min.26 ga.5V Crimp: 5V Crimp Type 1 attachment with#9-'
W2 B-C plywood Approved fire barrier As required per FBC 24-inch coverage screws with sealing washers space
or insulation
Approved:System"s for.GuIfPBR over W000d Deck(New or Ewsting), ,°
System.: Fire Barner/
Deck Underlayment Roof Panel Panel-Aftkhment
In No ;w :_. sulation,. . -
OPTIONAL GuIfPBR Type 1 attachment with#9-1515
PBR-W-1 Min:15/32 Min.26 ga.GulfPBR � . �screws spaced 24 in.o.c.
Approved fire barrier As required per FBC
B-C plywood or insulation 36-inch coverage. Laps fastened with 1/414 x 7/8"HWH Z
screws spaced 24 in.o.c.
GCS20002b FL33818
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,I
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installatioi
product attributes that are not specifically addressed herein.
GULF COAST SUPPU
CREEK
TECHNICAL SERVICES, LLC
Approved Systems for GulfPBR over Wood Deck(New or Existing)
System Fire Barrier/
Deck � Underiayment Roof Panel Panel Attachment
No. Insulation
Min.1 x4 No.2
SYP wood GuIfPBR Type 1 attachment with#9-15 H
purlins spaced OPTIONAL Min.26 ga.GulfPBR screws spaced 24 in.o.c.into woo,
PBR-W-2 24 in.o.c. Approved fire barrier As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 7/8 ZAC Imp
over or insulation spaced 24 in.o.c.
Min. 15/32
B-C plywood
Min.1x4 No.2
SYP wood Gul/PBR Type 2 attachment with#9-'
purlins spaced OPTIONAL Min.26 ga.GuIfPBR WoodZAC screws spaced 12 in.o.c.intc
PBR-W-3 12 in.o.c. Approved fire barrier As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 718"HWH Z
over or insulation screws spaced 24 in.o.c.
Min. 15132
B-C plywood
OPTIONAL Gu/fPBR Type 2 attachment with#9-15 H
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 1/4-14 x 7/8"HWH Z
or insulation screws spaced 24 in.o.c.
Approved Systems for GulfRib over Wood Deck(New or Existing)
System Fire Barrier/
Deck. Underlayment Roof Panel Panel Attachment
No., . -_ _ -Insulation
OPTIONAL
Min. 15/32 Min.29 ga.GulfRib GulfRib Type 1 attachment with#with
RIB-W-1 B-C plywood Approved fire barrier As required per FBC or insulation 36-inch coverage WoodZAC screws spaced 24 it
Min. 1x4 No.2
SYP wood
purlins spaced OPTIONAL Min.26 ga.GulfRib Gu/fRib Type 1 attachment with#9-15 M
RIB-W-2 24 in.o.c. Approved fire barrier As required per FBC 36_inch coverage screws spaced 24 in.o.c.into woo,
over or insulation
Min. 15/32
B-C plywood
GCS20002b FL33818
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, I
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installatioi
product attributes that are not specifically addressed herein.
r
CREEK GULF COAST SUPP12
--TECI-INIC:4L SERviCES, LLC
`Approved"Systems-for.GulfRib over Vllooti beck(New or Existing)"
System Fire Barrier/
i
Deck Underlayrrie el-Attach nt Roof Panel Panment ,
=_No Insulation ,
OPTIONAL "
Min. 15/32 Min.26 ga.GulfRib GulfRlb Type2 attachment with#9-15 FIB
B- -3 A roved fire barrier As required per FBC RI W PP q
B-C plywood, or insulation 36-inch coverage screws spaced 12 in.o.c.
Min. 1x4 No.2
SYP wood
purlins spaced OPTIONAL Min.26 ga.GulfRib GulfRib Type 9 attachment with#9-15 M
RIB-W-4 12 in.o.c. Approved fire barrier As required per FBC
over or insula tion 36 inch coverage screws spaced 12 in.o.c.into woo
Min.15/32
B-C plywood
GCS20002b FL33818
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,I
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installatioi
product attributes that are not specifically addressed herein.
mom'' CREEK GULF COAST SUPPL'
l _
TECHNICAL SERVICES, LLC
DESIGN WIND LOADS
The following tables provide design wind loads for components and cladding in accordance with Section 1620 of the FBC and ASCE 7-1
provisions:
1. Wind speeds for risk category I, ll, 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=0.6P„it.
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 Mez
is smaller, but not less than either 4%of the least horizontal dimension or 3ft
Gable Hip
a
3 2 3 13 2 3 a 3 2 a
2 1 2 2 1 2 2 1 2 2 1 2
_ 1
3 2 1313, 2 3 a 3 2 3 a
IaI lalal- a IaI IaI
GCS20002b FL33818
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,I
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installatioi
product attributes that are not specifically addressed herein.
SCREEK
GULF COAST SUPPU ♦�'
TECHNICAL SERVICES, LLC
Gable/Hi ::Roofs.iri Ex sure C`in`Miami=Dade&Brow►ard Count `(Roof slo es between 2:12 and=12:12
Basic Wind S eed m h
Mean Roof ;;Risk"fatal ,. Rtsk,Ca
Building Type Zone Risk CatI Risk Cat I Risk Cat 11
Height(ft)
�= 156.
•
1
20 -62.3 -69:7 -74.0 -78.5_.
25 -65.1 -72.8 -77:3 -81.9: -8E
1 30 -67.9 -75.9 -80.6 -85.4. -9l:
40 -72.0 -80.6. -85.6 -90.7, -9E,
50 75.5 -84-.5 -89.7: -95.0 -10
60 -78.3 -87.6 -93.0 -98.5 -10
20 -90.9 -101.7 -108.0 -114.4 -12
25 -95.0 -106.3 -112.8 -119.5 -12,
Enclosed/ 30. -99.0 -110.8 -117.6 -124.6 -13
Partially Open 2 -40 105.1 -117.6 124.8, 132.2, -13
50 110.1 -123.2 -130.8 -138.6 -14
60 -114.2 -127.7 -135.6 -143.7 -16.
20 -108.1 -120.9 -128.4 -136.0 -14:
25 -112.9 -126.3 -134.1 -142.1 -15
3 30 -117.7 -131.7 -139.8 -148.1 -15,
40 -124.9 -139.7_ -148.3 -157.2 -16
50 130.9 -146.5 -155.5 -164.7 -17•
60 -135.7 -151.8 -161.2 -170.8 -18
20 -72.9 " -81.6• -86.6 -91.8 -97
25' -76.2. -85.2 -96.4 -95.8 -10
1 30 -79.4 -88.8 -94.3 -99.9 -10
40 44.3 -94.3' 106.1 -106.0 41:
50 -88.3.' -98.8 -104.9 -111.1 -1 V
60 -91.6 - -102.4 -108.7 --115.2 -12
20 101.5 -113.6 -120.6 -127.8 -13
25 106.0 -118.6 -125.9 133.4 -14
Partially 2 30 -110.5 -123.7 -131.3 -139.1 -14:
Enclosed 40 -117.3 131.2 -139.3 -147.6 -15,
50 -123.0 -137.5 -146.0 -154.7 -16
60 -127.5 -142.6 -151.4 -160.4 -1 e
20 -118.7 -132.8 -140.9 -149.3 -15
25 -124.0 -138.7 -147.2 -156.0 -1 e
3 30 -129.2 -14 7:4.6 -153.5 -162.6 -1
46 137.1 A MA -162.9 -172.6 -18:
56 ri43.7 A 60.8 -170.7 -1809 -19
60 -149.0 '-166.7 -177.0 -187.5 -19,
GCS20002b FL33818
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, 1
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installatioi
product attributes that are not specifically addressed herein.
CREEK GULF COAST SUPPU
r TECHNICAL SERVICES, LLC
Gable/Hi` Roofs-in Exi osure Din Miami-Dade&Beoward Count Roof slopes between 2:12 and 12:12
Mean:Roof Basic W ed(mph). i
Building Type °Zone. Risk Gat I Risk Cat I Risk Cat II Ind Risk Cat.II Risk C'
.Height(ft)
156 165. 170 175.. .1 E
20 -74.8 -83.7 -88.8 -94.1 _9£
25 -77.6 -86.8 -92.1 -97.6 -10
1 30 -80.4 -89.9 -95.4 -101.1 AG
40 -84.5 -94.5 -100.4 -106.3 -11:
50 -88.0 -98.4 -104.5 -110.7 -1 T
60 -90.7 -101.5 -107.8 -114.2 -12
20 -109.1 -122.1 -129.6 -137.3 -14
25 -113.2 -126.6 -134.4 -142.4 -15
Enclosed/ 2 30 -117.2 -131.1 -139.2 -147.5 -19
Partially Open 40 -123.3 -137.9 -146.4 -155.1 -16
50 -128.3 -143.6 -152.4 -161.5 -17,
60 -132.4 -148.1 -157.2 -166.6 -17,
20 -129.7 -145.1 -154.0 -163.2 -1 T
25 -134.5 -150.5 -159.7 -169.3 -17,
3 30 -139.3 -155.9 -165.4 -175.3 -1 a,
40 -146.5 -163.9 -174.0 -184.4 -19
50 -152.5 -170.6 -181.1 -192.0 -20
60 -157.3 -176.0 -186.8 -198.0 -20
20 -87.5 -97.9 -103.9 -110.1 Ali
25 -90.7 -101.5 -107.8 -114.2 -12
1 30 -94.0 -105.1 -111.6 -118.3 -12:
40 -98.8 -110.6 -117.4 -124.4 -13
50 -102.9 -115.1 -122.2 -129.5 -13'
60 -106.1 -118.7 -126.0 -133.6 -14
20 -121.8 -136.3 -144.7 -153.3 -1 Ei.
25 -126.3 -141.3 -150.0 -159.0 -16
Partially 2 30 -130.8 -146.4 -155.4 -164.7 -17•
Enclosed 40 -137.6 -154.0 -163.4 -173.2 -1 S
50 -143.3 -160.3 -170.1 -180.3 -19
60 -147.8 -165.3 -175.5 -186.0 -19
20 -142.4 -159.3 -169.1 -179.2 -1 a,
25 -147.7 -165.2 -175.4 -185.8 -19
3 30 -153.0 -171.1 -181.6 -192.5 -2Q
40 -160.9 -180.0 -191.0 -202.4 -21•
50 -167.5 -187.3 -198.9 -210.7 -22
60 -172.7 -193.2 -205.1 -217.4 -23
GCS20002b FL33818
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,L
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installatioi
product attributes that are not specifically addressed herein.
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