HomeMy WebLinkAboutProduct Approvals Florida Building Code Online 416/21,7:54 AM
� hi
-
•a.•., .�' i t,.�, 1� �,*�, ��l�t,�$�`,1r��7 A,� �a-.`" �'����s t i��0��8 ;d Aa :�s3{� dy, �'. B 1:,� ~� ,i��
Ila �.t�
;•,, �*„+ar q+'�a"f a r �r� y � rf(r, t £�x, Y ���art ti74N"v � s�r��Y} rK s I ��`'$�dS��s � *J.'�a, n: - #�:`> �"
k:�.v.c i _cv � "y !.Y,,.•.i.u`..c,a.�.:e ,,.Sx,ra..-.;aY.r. x 31 s ,iP W �, .,k- A..,d�-'•'-� i�
BCIS Home I Log In I User Registration Hot Topics Submit Surcharge �'Stats&Facts Publications Contact Us I BCIS Site Map I Links I Search f
n
Product Approval
USER:Public User
db
Product Approval Menu>Product or Application Search>Application List>Application Detail
r
d �} FL# FL33818 mittiiry
of +� Application Type New R D
Code Version 2020J
Application Status Approved CODE COMPLIANCE
ST. L CAE C®U{,p'� TY
/'fyiY f} Y I 1
Comments OCC 7
rtrrr� Archived �s
Product Manufacturer Gulf Coast Supply&Manufacturing, LLC.
Address/Phone/Email 4020 S.W.449th Street
Horseshoe Beach, FL 32648
(352)498-0778 Ext 0565
3 jared.pearce@gulfcoastsupply.com
Authorized Signature Jared Pearce
�y 's jared.pearce@gulfcoastsupply.com
k�a Technical Representative
's 2: Address/Phone/Email
r �,t
Quality Assurance Representative
Address/Phone/Email
F Y�
Category Roofing
rs �' Subcategory Metal Roofing
r rrWtx ": Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
n �
t Professional Engineer
Evaluation Report- Hardcopy Received
t,s Florida Engineer or Architect Name who developed Zachary R. Priest
y the Evaluation Report
s'. Florida License PE-74021
Quality Assurance Entity Keystone Certifications, Inc.
5t Quality Assurance Contract Expiration Date 12/31/2023
dot TaTF Validated By Steven M. Urich, PE
r 't w; Qi Validation Checklist- Hardcopy Received
r. Certificate of Independence 8 p FL3381 RO COI GCS20002a 2020 FBC Eval Metal Roofing NonHVHZ
A5� '� fmal•p�f
4 Referenced Standard and Year(of Standard) Standard Year
i
a ASTM B 117 2016
ASTM G 155 2013
Y r� ` FM 4471 1992
ald�
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtcpgflynXQVdmdal2NzCFrvwxgalrDesiEWw%2flDlCxxw%3d%3d Page 1 of 3
Certificate of Authorization No.29824
y 17520 Edinburgh Dr
%10* 1_V'EEK
Tampa, FL 33647
TECHNICAL SERVICES, L.L.0 (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, FLB2669
(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, 7th Edition(2020) High-Velocity Hurricane Zo_nes(HVHZ)
,Code Sections: 1518.9.1, 1523.1.1, 1.523.6.5, 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(T8T5328) 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-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 0..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.
CR GULF COAST SUPPLY&MANUFACTURING, LLC
. 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 seamr�oof 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
}
,
12"and 16".Coverage
r .
VersaLoc Profile: 1.5in.;mechanical seam; Max.`18 in.�dbverage
Description: Non-structural,'mechanicai lock 180°standing seam roof panel
Material: Min. 24 ga.ASTM A792 AZ50 coated with Florupong'or ASTM A653 G90;
F = min. 50 ksi; Shall conform with FBC Section 1507.4.3
1112`
.. - • 16d_j8".[overage,; - ;
5V Crimp Profile:. 7/16 in. ribs at 12 in. o:c:; 24 in. covera `e'• -
Description: Non-structural,through.fostened roof anel
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 B.209, 3105 H24 aluminum;':Optional'Florupon.®'`paint finish;
F =min.25 ksi; Shall conform with FBC Section:1507.4.3 :.
_ -f1
24".Coverage
GuIfPBR Profile: 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
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;
Fy=min. 80 ksi; Shall conform with FBC Section 1507.4.3
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 Florupori®'or ASTM A653 G90;
Fy, min. Shall. with FBC Section 1507.4:3
„ GCS20002b FL33818 Page 3 of 4
This evaluation'report is`provided for State of Florida product approval under Rule'61G20-3.'The manufacturer shalCnotify'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 kpress 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
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. 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 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, 7" Edition(2020) High-Velocity Hurricane Zones(HVHZ) as evidenced in the referenced documents submitted
by the named manufacturer. -
,,tj%%J1 a 11111,�ei
`a PRY R. p °s 2020.10.22
No 74021 00 15:53:10
9 s t)1g1Ufy WNdMbOwY R.PMt
5' S TAT E- OF : It/
�o ,� �o
°i��'°.,< O R O a� Zachary R. Priest, P.E.
° °°SS7� AL�� e' - Florida Registration No. 74021
��a � 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.
I
GULF COAST SUPPLY&MANUFACTURING,LLC
j, CREEK ' Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX A
INSTALLATION
Note.-Refer to the APaRoveo ROOF SrsrEMs 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,',-," Instalfation;,D.etail
#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
Fasteners #10-12 Pancake Type A 'resistant in accordance with FBC section 1507.4.4.
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
r3
GulfLok Clip � �•
ra
2�
Clips
0.78
2„
NC-33003-3 Sliding Clip
1/2" G
Sealants Metal o f Sealant
Shall be applied in 1/4"-5/16"continuous beads on the male rib along the seam
Metal Roof Sealant
GCS20002b FL33818 Page l 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.
r CREEKGULF COAST SUPPLY&MANUFACTURING, LLC
{ Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
APPENDIX A
Fastening Details
Nomenclature `.,, Attachment'
MAX. 16" COVERAGE
Gu/fLok Type 9
(1) #10-12 X 1"TYPE A PANCAKE
GulfLok" CLIP'.24GA.
GulfLok Type 2-
(1) #10-12 X 1°TYPE A PANCAKE
Max. 18"
VersaLoc Type f IN
JT
-1500SC SLIDING CLIP
(2)#12-11 x 1"Panhead per Clip
(1) #9-15 x 1 -1/211 HwH w/Sealing washer
5V Type 1 1211 —�0 1211
At Panel Lap--�
At Panel Lap
#114-14 x 7/8"Lap Screw @ 240.0.C..Max.
12'. 12" 12"
GUIfPBR Type 1 F f
{i)#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'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 A ,
Fastening Details
Nomenclature " 'Attachmeht�.
#1/4-14 x 7/8"Lap Screw @ 24-"0.C.Max;
7° 5�� 71 5�i 7" 5��
GulfPBR Type 2
(1)#9-15 x 1-1/2"
Slit . 911 Slit . 9"
At Panel Lap
Gulf?ib Type-9
zo #8.15 x 1-1/2,w/Sealer Washer
6.5" 2.5" 6.5" 2.5" 6.5" 2.5" 6.5" 2.5"
GulfRib Type 2
zi, #915 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.
GULF COAST SUPPLY&MANUFACTURING, LLC
CREEK�..`} Metal 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"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 Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No.
(Psfl
- Min. 15/32 OPTIONAL 26 ga.,Grade 80 GulfLok GultLok Type 1 attachment #10-12 x 1"
LOK-W-1 B-C plywood Approved fire barrier As required per FBC Max.16-inch coverage Pancake Type A screws spaced 5-3116 in.o.c -63.5
or insulation
OPTIONAL GUIILok Type 1 attachment with#10-12 x 1"
Min.15/32 Min.26 ga.GulfLok Pancake Type A screws spaced 5-3/16 in.o.c.
LOK-W-2 Approved fire barrier As required per FBC -121.75
CDX plywood or insulation Max. 16-inch coverage Titebond Weathermaster Metal Roof Sealant
applied to male rib.
Min.15132 OPTIONAL 26 ga.,Grade 80 GulfLok GultLok Type 2 attachment with
LOK-W-3 B-C plywood Approved fire barrier As required per FBC Max. 16-inch coverage #10-12 x 1"Pancake Type A screws through -161
or insulation clip and spaced 5-3/16 in.o.c.
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.
GULF COAST SUPPLY&MANUFACTURING, LLC
CREEKj_-TECHN1CAL'SERVlCES, LL*C-
.:APPENDIX:.::., Metal Roofing(HVHZ)B
Approved Systems for VersaLoc over,Wood Deck(New or Existing).-
System Deck Fire Baer Underlayment Roof Panel" Panel Attachment p
No m S
M OPTIONALn:15/32 Min.24 ga.VersaLoc VersaLoc.Type 1 attachment._
VL-W-1 B-C plywood Approtied fire barrier As required per FBC Max.16-inch coverage with clips spaced 24 in.o.a• 59.75.
or insulation
OPTIONAL
Min..1.5/32 Min.24 ga.VersaLoc VersaLoc Type 1 attachment
VL W 2 :B-C plywood Approved fire barrier As required per FBC ' _ Max:16-inch coverage- - with clips spaced 6 in.o.c...
or insulation
Ap ;
proved Systems for 5V Crimp over Wood'Deck.(IVeW or Existing)
System Fire Barrier/ MDP-
Deck Underlayment Roof Panel Panel Attachment
No insulation (Rsfl
OPTIONAL
Min._15/32. Min..26 ga.SV.Crimp .5V Crimp Type 1.attachment with#9-15 HWH wood
W1 B-C plywood Approved fire barrier' As required per FBC 24-inch coverage screws with sealing washers spaced 12 in.o.c. -108.5
or.insulation .
OPTIONAL'
Min.15/32 Min.-26 ga.5V Crimp 5V Crimp Type 1 attachment)Ath#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.- 456.5
or insulation..
Approved_Systems.for"Gu1fPBR`over Wood Deck(New;or Ezistrng) '
System Fire Barrier/ -MDP
Deck Underlayment Roof Panel Panel Attachment
No Insulation-, : (Psfl.
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 B-C plywood Approvedfire barrier As;required per FBC 36-inch.coverage.;_, Laps fastened with 1/4-14 x 7/8"HWH ZAC Impax Lap 50:5.
or.insulation screws spaced 24 in.o.c. .
:
GCS20002b FL33818 : Page 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.
REEKGULF COAST SUPPLY&MANUFACTURING, LLC
s Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLG
APPENDIX;B,
Approved Systems for GulfPBR over Wood Deck(New or Existing)
System Fire Barrier/ MDP
No. Deck Underlayment Roof Panel Panel Attachment
Insulation (psf)
Min.1x4 No.2
SYP wood
purlins spaced OPTIONAL GulIPBR Type 1 attachment with#9-15 HWH WoodZAC
Min.26 ga.GulfPBR - screws spaced 24 in.o.c.into wood purlins
PBR-W-2 24 in:o.c. Approved fire barrier As required per FBC -100.5
over or insulation 36-inch coverage Laps fastened with 1 X14 x 7/8 ZAC Impax Lap screws
spaced 24 in.o.c.
Win.15/32 - '
B-C plywood
Min.1x4 No.2
SYP wood GuItPBR 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 1/4_-14 x 7/8"HWH ZAC Impax Lap
Min.15/32 _
screws spaced 24 in.o.c.
B-C plywood -
OPTIONAL - GulfPBR Type 2 attachment with#9=15 HWH WoodZAC
Min.15/32 - Min.26 ga.GulfPBR screws spaced 12 in.o.c.
PBR W-4 B-C plywood Approved fire barrier . As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 718"HWH ZAC Impax Lap -154.75
or insulation .- - screws spaced 24 in.o.c.
Approved Systems for GulfRib'over Wood Deck(New or Existing)
System Fire-Barrier/ MDP
Deck Underlayment Roof Panel Panel Attachment
No. Insulation.,
- (PSfl
OPTIONAL
Min.15/32 Min.29 ga.GulfRib GulfRib.Type 1 attachment with#with#9-15 HWH
RIB-W-1 B-C plywood Approved fire barrier As required per FBC 36-inch coverage WoodZAC screws spaced 24 in.o.c -71.75
or insulation
Min-'1x4 No.2
SYP wood
purlins spaced OPTIONAL Min.26 ga.GulfRib GulfRib Type 1 attachment,with#9-15 HWH WoodZAC
RIB-W-2 24 in.o.c. Approved fire barrier As required per FBC 36-'inch coverage screws spaced 24 in.o.c.into wood purlins 406.75
over or insulation
Min. 15132
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. _
EEK - GULF COAST SUPPLY&M J'sTECHNIICAL
D ANUFACTURING,LLC
j'Z Metal Roofing(HVHZ)
SERVICES, LLC
APPENDIX B
Approved-Systems.for"GulfRib over.Wood Deck(New:or.Existing)
System .. Fire Barrier U
/
No. - MDP
nderlayment Roof Panel Panel Attachment
z fPsfl:
D"eck
Min.15/32 OPTIONAL Min.26 ga.GulfRib GulfRib Type2 attachment with#9-15 HWH WoodZAC
RIB-W 3 B-C plywood Approved or insulation fire barrier As required per FBC 36 inch coverage screws spaced 12 in.o.c. 459.25
Min.1x4 No.2
SYP wood
purlins spaced OPTIONAL Min.26 ga.GulfRib GulfRib Type 1 attachment with#915 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"
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 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, 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 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 Pad=0.6Puit.
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 3 2 3 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 g a
Ia I.aIaI. a Ia�, lal
'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.
CREEKGULF COAST SUPPLY&MANUFACTURING, LLC
Metal Roofing(HVHZ)
' TECHNICAL,SERVICES, LLC - APPENDIX C
-:Gable/Hi ,Roofs in Ex sure C in Miami-Dade&Broward-Conn (Roof:slo es between 2:12 and 12:12).
B ... W d m h
' - Mean Roof.:" ' � as�c n
Building Type Zone - -Risk Cat] Risk-Cat I Risk Cat IC d S ee:Risk Cat II Risk"Cat III IV Risk Cat III;IV,
Building
. ._„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
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. A 35.0
Enclosed/ 2 - 30 _-99:0. -110:8 117.6 -124.6 =131.8" -140.8-
Partially Open 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 -
20. A 08.1 -120:9 - A 28:4 -136.0 -143.9 153.7,
25 -112.9 -126.3 A 34.1 -142.1.- -150.3 -160.5
30 -117.7 " -131.7 -139.8 -148.1 -156.7 -167..3
3 ___
___40 .__. .. _-. _124:9 ,.... - . --139.7 � .. ..-148.3 . :... . . - -157.2 _. ......=166.3 .. .. ._ _1TL6.. . . .
50 -=130'.9-.. A46.5 A55.5 -164.7- - -174.3 _186.1 ..
60-._ - -135:7 _1518- ._ -161.2 --170.8 ... ._ - _180.7 -192:9...__..
20. J2.9 - -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.A -88.8 -94.3 -99.9 -105:7 -112.9-
__40. ._ -- -84.3: ..-. - _94.3 .- .__ .. . _100:1'.: ... -106.0 � .. _1122 _1.19.8
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. 1:13.6 -120.6. -127.8 -135.2 -1;44.3
25 - "-106.0 -118.6- -125.9 133.4" - -141.2 150.7_.- ..
Partially 30 A 10.5 ,123-7 131•:3 -139.1 147:2" --157.1
Enclosed 2 :. .40 --117:3 -131-.2-`--- -:139.3. -147.6 --156.2.. .. -166.8
50 -123.0 -137.5 A 46.0 -154.7 -163.7 1.74.8
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. -1.76.2__.._.
30 -129.2 -144.6 -153.5 -162.6 -172.0 -183.7
3 _ -40 -137:1 -153.4 -162:9 '=172.6 -182.6 -'-195.0
50 -143.7 :-160.8 A 70.7 • -180.9 -191.4 -204.3
60- -149.0 -166.7 -177.0' -187.5 -198.4 -211.8
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.
" GULF COAST SUPPLY&MANUFACTURING, LLC
' tea, Metal Roofing(HVHZ)
TECHNICAL.SERVICES, LLC APPENDIX C
G le/Hip Roofs in Ex sure D in Miami-Dade&Broward Count Roof.slo es between 2:12 and 12:12
Basic Wind S eed(mph)
Building Type Zone Mean Roof Height(ft) _ Risk Cat I Risk Cat I Risk Cat fl Risk Cat II Risk Cat Ill;-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 A07.0" " -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 1015 -107.8 _-114.2 -120.8 -129.0 "
20 -109.1 -122.1 'A 29.-6 -137.3 -145.3 -155.1
25 =113,2 -126.6 -134.4 -142.4 -150:7 A 60.9
Enclosed/ 2 30 -117.2 -131.1 .139.2 - -147.5 -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 1-48.1 -157.2 -166.6 -176.2 -188.2
20 -129:7 -145.1 -154.0 -163:2 -172.7 --184.4
25 7134.5 -150.5 A 59.7 -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 A 52.5 -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- A 03.9 -110.1 -11.6.5 - -124.4
25 -90.7 - -101.5 -107.8 -114.2 -120.8 -129.0
30 -94.0 -105.1 7111.6 -118.3 -125.1 -133.6
40 -98.8 1-106 117.4 -124A -131.6 -1405
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 - 30 -130.8 -146.4 -155.4 -164.7 -174.2- 186.0-
Enclosed 2: 40 _•- _ -137:6 `-154.0 -163A -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 -1,92.5 -203.6 -217.4
40 _A60:9 -180.0 -191.0 -202.4 -214.2 -228.7
50 -167.5 A 87.3 -198.9 -210.7 -223.0 -238.1
60 -172.7 -193.2 -205.1 -217.4 -230.0 -245.6
GCS20002b FL33818 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.