HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFING Florida Building Code Online 11/30/21,7:59 PM
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Product Aeproval Menu>Product or Application Search>Application List>Application Detail
�No.!
''.� FL# FL33818-R1
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived O
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 Florida Registered_ Architect or a Licensed Florida
Professional Engineer,
I) 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
D Validation Checklist- Hardcopy Received
Certificate of Independence FL33818 R1 COI GCS20002.1a 2020 FBC Eval Metal Roofina_NonHVHZ
fhaLwdf
REVIEWED- OR
Referenced Standard and Year(of Standard) Stan d 7 CODE COMPLI CE
ASTMB
ASTM G 155 ST. LUCIE COUNTY
FM 4471 BOCC 1992
https://www.floridabuildiny.org/pr/pr_app_dtl:aspx?param=wGEVXQwtDgtcpgflynXQVdmda12NzCFr3eBjf5nka1q%2bw5sQ9vG6mg%3d%3d Page 1 of 3
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Florida Building Code Online 11/30/21,7:59 PM
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL1897 2012
UL 580 2006
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Equivalence of Product Standards
Certified By
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Sections from the Code
Product Approval Method Method i Option D
Date Submitted 04/13/2021
Date Validated 04/15/2021
Date Pending FBC Approval 04/19/2021
Date Approved 06/09/2021
Date Revised 10/18/2021
Summa of Products
FL# Model,Number or Name Description
33818.1 Metal Roofing Systems(HVHZ) GulfLok,VersaLoc, 5V Crimp, GulfPBR and GulfRib
i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL3381 R1 I GCS20002.1b 2020 FBC Eval Metal Roofing
Approved for use outside HVHZ: No HVHZ final.12d j
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 j
FL33818 RI AE GCS20002.1b 2020 FBC Eval Metal Roofing
HVHZ final.pddf
Created by Independent.Third Party: Yes
33818.2 Metal Roofing Systems(nonHVHZ) Gulfl-ok, GulfSeam, Megal-oc,VersaLoc, 5V Crimp, GulfPBR,
GulfRib and GulfWave
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL33818_$1U GCS20002.1a 2020 FBC Eval Metal Roofing
Approved for use outside HVHZ:Yes NonHVHZ final.pff
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
FL33818 RI AE GCS20002.1a 2020 FBC Eval Metal Roofing
NonHVHZ final.
Created by Independent Third Party: Yes
Back E
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32392 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to's 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,F.S.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 dick here
Product Approval Accepts:
s@hFsk
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtcpgflynXQVdmdal2NzCFr3eBjfsnkalq%2bw5sQ9vG6mg°/u3d°/n3d Page 2 of 3
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t " ' Registry No.29824
F CREEK
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT - FLORIDA BUILDING CODE,7T"EDITION(2020)
Manufacturer: GULF COAST SUPPLY& MANUFACTURING, LLC Issued April 13, 2021
14429 SW 2"d Place, Suite G30
Newberry, FL 32669
(352)498-7852
www.a u lfc o a sts u p p ly.co m
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;7th Edition(20.20) High-Velocity-Hurricane Zories.(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) 139000.01-450-18 TAS 125 2003
Farabaugh Engineering&Testing,Inc.(TST1654) T126-07 TAS 100 1995
Farabaugh Engineering&Testing,'Inc.(TST1654). T128-07 TAS 100 1995
Farabaugh Enginee4ing.&-Testiing, 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) 11 7-0378T-1 1 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
PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013
TAS 110 2000
GCS20002.1 b FL33818-Rl . 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, orother product attributes that are not
specifically addressed herein.
GULF COAST SUPPLY&MANUFACTURING, LLC
CREEK Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Gu 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
terial: Min.26 ga.ASTM A792 AZ50 coatedwith Florupon&or ASTM A653 G90;
Fy=min. 50 ksi; Shall conform with FBC Section 1507.4.3
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12:"and 76":Coverage
VersaLoc Profile: 1.5 in. mechanical seam; Max. 18 in. coverage
Description: Non-structural, mechanical lock 1800 stan ding 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
VIP
76"-78`Covtiage
i
5V Crimp Profile: 7/16 in. ribs at 12 in. 6.'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;
F =min.25 ksi; Shall conform with FBC Section'1507.4.3 j
:.Z4"Coverage:
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GCS20002.1 b FL338187R1 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 im ply.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
GulfPBR Profile: 1 1/4 in. ribs at 12-in. o.c.; 36 in. coverage
**11111 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 coriformwitli FBC Section-1507.4:3
t
1 ua��= 12"
e
Gu ib Profile: 3/4 in. ribs at 9 in. o.c.; 36 in. coverage
Description:_ Non-struotural,'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'
36"Coverage
GCS20002.1b . FL33818-R1 Page 3 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'nof express nor imply warranty, installation, recommended use, or other product attributes that are�not
specifically addressed herein.
x3 CREEKGULF COAST SUPPLY&MANUFACTURING, LLC ,
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
LIMITATIONS
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. FBGrequirements
for the rational design of the roof deck, including the attachment, are not within Ahe 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 Bjuii'ding
Code, 7t" Edition (2020) High-Velocity Hurricane Zones(HVHZ) as evidenced in the referenced documents Emitted
by the named manufacturer.
e°°°°`rr l l l er►i�f��
This item has been =
q,��QG•.•;C•E�js•.•�`�®o, digitally signed and
sealed by Zachary R.
No 74021 Priest, PE,on 4/13/2021.
* = Printed copies of this
-p document are not
13 STATE OF :�U% considered signed and
O •. sealed and the si nature
o T •.'c P.' 0`.: g Zachary R. Priest, P.E.
O R\O,.•�N`o. must be verified on any Florida Registration No. 74021
o , ONA1-�� '` electronic copies.
si Organization No.ANE9641 j
"#n rl lva°°°
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)
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GCS20002.1b FL33818-R1 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
P P P Pp
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.
9CRE� ' ' GULF COAST SUPPLY&MANUFACTURING,LLC
, Metal Roofing(HVHZ)
TECHNICAL.SERVICES, LLC
APPENDIX A
INSTALLATION
Note,-Refer to the APPRoveo 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:
r
'Components Product.; ��.;.;Installa ion:Detail
#9-15 HWH wood screw
with sealing washer
49715 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 1507A.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'
-
GulfLok Clip_ _
ry�Y
Clips.,:
0.78, -
211
NC-33003-3 Sliding Clip
1/2
TiteBond Weathermaster
Sealants Metal Roof Sealant- • Shall be applied in 1/4%5/16"continuous beads on the male rib along the seam
y
GCS20002.1 b FL33818-R1'-_ "' 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, orother'product attributes that are not
specifically addressed herein.
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CREEKGULF COAST SUPPLY&MANUFACTURING, LLC
Metal Rooting(HVHZ) j
TECHNICAL SERVICES, LLC
APPENDIX A
Fe
as `De'tails ,,
Notnenclatia'�e., r ' -Atfachmerif;
MAX.16" COVERAGE
GW#Lok Type 1
(1) #10-1-2 X 1"TYPE A PANCAK
GuifLok- 24 GA.
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Gulf-ok Type 2 - -
#10-12 X 1 PE A PANCAKE
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Max. 18'
VersaLoc Type 1 +TIN
r I
1500SC SLIDING CLIP
(2)#12-11 x 1"Panhead per Clip
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
C5V Type 1 12" 12"
At Panel Lap
At Panel Lap
#1/4-14 x 7/8"Lap Sorew @ 240 O.C.Ma
12'1
GuitPBR Type 1 I
i
(1)#9-15 x 1-1/2"
GCS20002.1b FL33818-RI Page 2 of 3 j
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. -
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i
p CREEK GULF COAST SUPPLY MANUFACTURING, LLC
Metal Roofing(HVH2)
TECH LAICAL SERVICES, LLC
?: APPENDIX A,
Fastenin ":btails i
Nomenclature = Attachment ,
#114-14 x 7/8"Lap Screuv @ 24"O.C. Max.
5 - 7 511 7"
GuitPBR Type
(1)#915 x /211
all .711 �7 I At Panel^ Panel L.ap
GulfRib Type 1 I
(1)#9-15 x 1-1/21 w lar Washer.-.
6.511---{-2:5.�6.5 �2.5 �6.5 .5 6.512.5
GulfRib Type
_(1)#9-15 x 1-11T w/Sealer Washer
GCS20002.1 b FL33818-R1 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.
GULF COAST SUPPLY&MANUFACTURING, LLC
CREEKMetal Roofing(HVHZ)
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 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)
RI B-W# GulfRib over Wood Deck New or Existing)
Approved Systems for GulfLok over Wood Deck(New or-Existing)
System Deck Fire Barrier Underlayment Roof Panel- = Panel Attachm_.,ept. - - MDP
No. (Psf)
Min. 15/32 NAL t26 .,Gr ok GulfLok Type 9 attachment #10-12 x 1"LOK-W-1 g_C plywood Approved fire As required per FBC :- inch coverage Pancake Type A screws spaced 5 3/16 in.o.c -63.5
or insulationOPTIONAL Gu/fLok Type 1 attachment with#10-12 x 1"
Min. 15/32 n 26-ga=Gulf-ok Pancake Type A screws spaced 5-3116 in.o.c.
LOK-W-2 CDX plywood Approved fire b As required per FBC 16 inch coverageT_itebond Weathermaster Metal Roof Sealant -121.75
anon "-��_,ppplied to male rib.
OPTIONAL Gulfl-ok fype=2attachment with
15/32 Approved ga.;Grade 80 GulfLok
LOK-W-3 g_C plywood Approved fire barrier As required per FBC Max.16-inch coverage #10-12 x 1"Pancake Type � :through -161
or insulation clip and spaced 5-3/16 in.
GCS20002.1 b FL33818-Rl 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, recommended use, or other
product attributes that are not specifically addressed herein.
CREEKGULF COAST SUPPLY&MANUFACTURING, LLC
Metal Rooting(HVHZ)
TECHNICAL SERVICEs;LL'C
APPENDIX B
Approved Systems for VersaLoc over Wood Deck(New or Existing)
System Deck Fire Banner - n enter,_ Roof Panel_ Panel-Attachment DP
No ,
... . . .::� PSG
OPTIONAL —��-
Min. 15/32 �" Min.24.ga.VersaLoc VersaLoc Type 1 attachment.
VL-W-1 B=C plywood or insulation:_.•—'
Approved fire barrier _,_,.As-required per FBC Max. 16 inch coverage wi aced 24 in..o.c. -59.75
SOP fIONAL
Min.15/32 �` Min.24 ga.VersaLoc VersaLoc Type 1 attachment
VL-W-2 - g ood Approved fire barrier . As,required-per FBC •or insulation Max. 16 inch coverage with clips spaced 6 in.o.c.
Approved Systems for 5V Crimp over Wood Deck(New or Existing)
System Fire Barrier/ - - - - MDP
Deck Underlayment Roof Panel Panel Attachment.
No. -Insulation (Psfl
OPTIONAL
Min.15/32 Min.26 ga.5V Crimp 5V Crimp Type 1 attachment with#9-15 HWH wood
'�-W1 B or insulation-C plywood Approved fire barrier As required peg FBC 24inch coverage screws with sealing washers spaced 12 in.o.c. -108.5
- -
OPTIONAL
Min. 15/32 Min.26 ga.5V Crimp 5V Crimp Type 1 attachment with#9-15 HWH wood
5V-W2 g_C plywood Approved fire barrier As required per FBC 24-inch coverage screws with sealing washers spaced 6 in.o.c: -15ti.5
or insulation - -
Approved Systems for GuIfPBR over-Wood Deck(NeW'or Existing),
System b-eck Fire Barrier/ MDP
.; Underlayment Roof Panel Panel Attachment
No.- .< Insulation _ (Psi
OPTIONAL GuIfPBR Type 1 attachment with#9-1515 HWH WoodZAC
Min. 15/32 Min.26 ga.GulfPBR . screws spaced 24 in.o.c.
PBR-W-1 Approved fire barrier As required per FBC -60.5
B-C plywood 36-inch coverage Laps fastened with 114-14 x 7/8"HWH ZAC Impax Lap
or insulation screws spaced 24 in.o.c.
GCS20002.1 b FL33818-R1 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 ,, GULF COAST SUPPLY&MANUFACTURING,Roofing(HVHZ)
TECkWICAL SERVICES, LLC"
APPENDIX B
Approved-Systems for GUIfPBR,over Wood.Deck(Nev✓or-EXistin
_ - g)
System Fire Barrier = MDP
Deck Underlayment Roof Panel Panel Attachment
r".No Insulation �Psfl
Min.1x4 No.2
.SYP wood --
purlins spaced OPTIONAL GuifPBR Type 1 attachment with#9-15 HWH WoodZAC
Min.26.ga:GuIfPBR screws spaced 24 in.o.c.into wood purlins
PBR W-2 24 in.o.c. Approvedfire barrier As required per�FBC -100.5
over or insulation '36-inch coverage.. Laps fastened with 1/4-14 x 7/8-ZAC Impax Lap screws
Min. 15/32 _ spaced 24 in:o.c:
B-C plywood
Min:1x4 No.2
SYP wood GulfPBR Type 2 attachment with#9-1515 HWH
purlins spaced OPTIONAL Min.-26.ga.GulfPBR- WoodZAC screws spaced 12 in.o.c.into wood purlins
PBR-W-3 12 in.o.c. Approved fire barrier As required.per_FBC 151.75
over � or insulation 36-inch coverage, „ Laps fastened,with„114-1.4 x 7/8"HWH ZAC,Imp Lap
Min..15/32 _ ..
screws spaced 24 in.o.c.
B-C plywood
OPTIONAL Gu#PBR Type,2 attachment with#9-15 HWH WoodZAC
Min.15/32 Min:26 ga'Gd]fPBR 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 454.75
-or insulation
screws spaced 24 in.o.c.
` Approved;Systems for GulfRib over Wood Deck(New or Existing)
System Fire Barrier/ MDP
peck Underlayment Roof Panel Panel Attachment
No 'Insulation (Rsfl
OPTIONAL
RIB-W-1
Min:15/32 Approved fire barrier As required per FBC Min.29 ga.GulfRib GulfRib Type f attachment-with#with#9-15 HWH -71J5
B-C,plywood 36-inch coverage WoodZAC screws spaced 24 in.o.c
- or insulation
Min. 1x4 No.2 _.
SYP wood
purlins spaced OPTIONAL Min.26 ga.GulfRib Gulf[Wb Type 9 attachment with#9-15 HWH WoodZAC
RIB-W-2 24 in.o.c. Approvedfire barrier As required per FBC. 106.75
over or insulation 36-inch coverage, screws spaced 24 in.o.c.into wood purlins
Min.15/32 .
B-C plywood
GCS20002.1 b FL33818-R1 . . Page 3 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.
_ GULF COAST SUPPLY&MANUFACTURING, LLC
CREEK Metal Roofing(HVHZ)
TECHNltALS9FiVlCES,LLC:: .
APPENDIX B
Approved-8 sterns for GulfRib°over Wood Deck New or-Existin -
PP Y J)
Fire Barrier/System R
= MDP
Deck Underlayment oof Panel PaneCAttachment
N' Insulation
OPTIONAL
Min.15/32 Min.26 ga.GulfRib GulfRib Type2 attachment with#9-15 HWH WoodZAC
RIB-W-3 g_C plywood Approved fire barrier As required per FBC or insulation 36-inch coverage screws spaced 12 in,o.c. 469.25
Min.1x4 No.2
SYP wood
purlins spaced OPTIONAL Min.26 ga.GulfRib GulfRib Type 1 attachment with#9-15 HWH WoodZAC
RIB-W-4 12 in.o.c. Approved fire barrier As required per FBC 464.25
over or insulation 36 inch coverage screws spaced 12 in.o.c.into wood purlins
Min.15/32
B-C plywood_
GCS20002:1 b FL33818-RI 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.
GULF COAST SUPPLY&MANUFACTURING,CRE Roofing(HVHZ)
TECHNICAL SERVICES, LLC''
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-fe 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
B. Design wind loads are calculated using Paid=0.6P„ic.
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
3 2 3 13 2 13 a 3 2 0 a
2 1 2 2 1 2 2 1 2 2 1 2
_ 1 .
3 2 3. 3. 2 3 a 3 2 3 .a
lal la-[a a _ Jai � aI
GCS20002.1 b FL33818-R1 - 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.
GULF COAST SUPPLY&MANUFACTURING, LLC
CREEKMetal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX C
G le/Hip Roofs in Exi esureC In Miami-Dade&Broward Count Roof slopes between 2:12 and 12-12
Basic Wind Speed(mph)
Building,Type Mean Roofype Zone . Risk Cat I Risk Cat I Risk Cat II Risk Cat If Risk Cat III,IV Risk Cat III IV
Height(ft) 156 165 170 175 180 '186
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
1 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
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
Enclosed/ 30 -99.0 -110.8 -117.6 -124.6 -131.8 -140.8
Partially Open 2 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 A 52.0 -162.3
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
3 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 A 46.5 -155.5 -164.7 -174.3 -186.1
60 -135.7 -161.8 -161.2 -170.8 -180.7 -192.9
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
1 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
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
Partially 2 30 -110.5 -123.7 -131.3 -139.1 -147.2 -157.1
Enclosed 40 -117.3 -131.2 -139.3 -147.6 -156.2 A 66.8
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
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
3 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
GCS20002.1 b FL33818-R1 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.
q GULF COAST SUPPLY&MANUFACTURING, LLC
Metal Roofing(HVHZ)
TECHNICAL SERVICES,'LLC
APPENDIX C
G le/Hip Roofs in Ex sure Din Miami-Dade&Broward Count Roof slopes between 2:12 and 12:12
Basic Wind Speed(mph)
Type BuildingT e Zone Height(ft)Mean Roof 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
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
1 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
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
Enclosed/ 2 30 -117.2 -131.1 -139.2 -1.47.5 -156.0 -166.6
Partially Open 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
20 -129.7 A 45.-1 -154.0 -163.2 -172.7 -184.4
25 -134.5 -150.5 -159.7 -169.3 -179.1 -191.2
3 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
20 -87.5 -97.9 -103.9 -110.1 -116.5 -124.4
25 -90.7 -101.5 -107.8 -1142 -120.8 -129.0
1 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
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
Partially 2 30 -130.8 -146.4 -155.4 -164.7 -174.2 -186.0
Enclosed 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
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
3 30 -153.0 -171.1 -181.6 -192.5 -203.6 -217.4
40 -160.9 -180.0 -191.0 1 -202.4 1 -214.2 -228.7
50 . -167.5 -187.3 -198.9 -210.7 -223.0 1 -238.1
60 -172.7 -193.2 -205.1 -217.4 -230.0 -245.6
GCS20002.1 b FL33818-R1 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, recommended use, or other
product attributes that are not specifically addressed herein.