HomeMy WebLinkAboutEVALUATION REPORT Certificate of-Authorization No.29824
CREEK
17520 Edinburgh Dr
' Tampa, FL 33647
y �ECIiNICAL SERvicEs, Lk,C (813)480-3421
EVALUATION REPORT" FLORIDA BUILDING CODE,7T"EDITION(2020)
Manufacturer: GULF COAST SUPPLY&MANUFACTURING;LLC /ss d O er 22, 2020
14429.SW 2'd:Place, Suite..G30_._.R
Newberry., FL,32669 ? __
.. - ' (352)498-7852., -;. •:��; =._
www.gulfeoastsupply coma,. , .: F. V .'
Manufacturing Locations: Alachua,-FL
i Sebring, FL CODE COMPUANCE
Montgomery„AL :��o I;� COU
�� f
!Quality Assurance: Keystone.Certificitionsi Inc.'(QUA1824)' ®CC��3 u `
iCategory: Roofing"
;Subcategory-: _ Metal_Roofing
;Code Edition: Florida Building Code, 71 Edition(2020) High-Velocity Hurricane Zones'(HVHZ)
CCode Sections: 1,518:9:1,:1523.1:1; 1523.6:5;.1;523:6.5.2.;4; 1523:6:5.2.4:1 .-
';Properties:, , Wind Resistance.
REFERENCES
Enti Report No: Standard Year
;Architectural Testing,Inc.(TST1527) 139000.01-45018. TAS 125 2003
4 Farabaugh.Engineering&Testing, Inc.(TST1654) T126-07 'TAS 100 1995
Farabaugh Engineering&Testing,Inc.(TST1654) T128-07 � TAS 100 1995 a
.'Farabaugh Engineering&Testing, Inc.(TST1654) T129-07 :_ , TAS 100 1995 t
,'Farabau h Engineering&Testin Inc. TST1654 T,130=07 `, .TAS 100 1995
9 g 9 9
,Farabaugh Engineering&Testing, Inc.(TST1654) T132-67 `'TAS 100 .1995
,,Farabaugh Engineering&Testing, Inc.(TST1654).. . T215-08 TAS 100 1995
j�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 1996
:,Farabaugh-Engineering&Testing,Inc.(TST1654) --T35610. TAS 100 1995
%Force Engineering&Testing(TST5328) ' ' " � ' :a.. .` 72-0313T-06A-C' TAS 125`' 2003 C
;Force Engineering&Testing(TST5328) 72-0198T=07XG TAS 125 2003
;Force Engineering-&,Testing(TST5328) 11,7-0062T=07A-d 4 TAS 125 2003 i
i,Force Engineering&Testing.(TST5328).:. 1.17-0062T-07D=F TAS 125 2003
Force Engineering&Testing(TST5328) 117-0062T-67G-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 s..FM 4471 1992
iForce 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-llAz, FM 4471 1992
.Force Engineering&.Testing(TST5328) 117-0378T-11 B - FM 4471 1992 ;
Force Engineering&Testing(TST5328) 117-037817-11C FM 4471 1992
PRI Construction Materials Technologies(TST5878) HTL-018-02-01 TAS 100 1995
'PRI Construction Mate'rialsrTechnologies(TST5878) 1272T0002 ASTM:B'l17 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-1,55 2013;j;•
_. TAS 110 - 2000• `. -,-
GCS20002b ~ 'r'
__ ._-..._. ..... .. ...... -FL33818�__----__.._ . . _:--._ --_.•Page1"of.'4_
This evaluation report-is provided for'State-&-Florida product approVal unde(JRuW,61 G20-3. The manufacturer shall notify CREEK
Technical"Services, LLC of any-producV6hanges or quality assurance changesth`roughout`the duration for which thist,ieport,,is valid,
This evaluation report doesiiot expres-s nor imply•warranty, installation, recommended use,'or�other'product,attributes that'are not
specifically addressed herein.
f
r
GULF COAST SUPPLY&MANUFACTURING,LLC
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
Report No. Standard Year
PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013
a: TAS 110-. - ,,2000
P DU DESCRIPTION
GulfLok P ale: 1 in. snap lock seam; Max.16 in. coverage ..
Desc i tio'n . Non-structural, snap lock standing se6m."e6of panel with 718 in. slotted nail strip
Materiah, 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,.-„
VersaLoc Profile: ;:, .1.5 in.-mechanical-seam; Max. 18.in::coverage
Description: - Non-structural,-medhani6al'16ck_1800,,standing seam roof panel
Material: Min. 24 ga.ASTM A792 AZ50 coated with-Florupont r 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®orASTM A653 690;•
F = min. 50.ksi; Shall conform with FBC Section.1507,4.3
Min. 0.032 in.ASTM 6209, 3105 H24 aluminum; Optional Florupon®paint finish;'
Fy=min. 25ks'i;,:Shall conform with FBC Section 1507.4.3 wrwl�
mw
-
24„Coverage _
GulfPBR�'i Profile: 1 1/4 in. ribs at 191h.'o:c:; 36 in. coverage
GCS20002b FL33818 Page 2 of 4
This evalua#ion;reporLis,provided,for,State,of.Flo rid a=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 evaluafion;report does;not.express nor,implyrwarranty„ 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 t '"
Material: Min.'26 ga.ASTM A792 AZ50 coated with Florupon®orASTM A653 G90;
Fy=min. 80 ksi; Shall.onform4ith'FBC Section'1507.431' -
`
r
}
1114'�t "..
36"Coverage .
GuI Rib Profile: 3/4 in, ribs at 9 in. o.c.; 36 in. coverage - •• " +"_":�
Description: Non-structural,through fastened roof panel
Mater`iaL•t'" Min. 29'ga.-•ASTM A792 AZ50•coated vvifh Florupori®'' r'ASTM A653,G90.
` `-�'"'a;l�} � - f --_ • -r • � F,,r=min:80 ksi;•Sliall conform vvith`FBC'Section'1507:4 3� " '`�" �'�'�'``�' �"��\'
314";
36"Coverage
•_ ., ;t!<. t. , .+;'Uu '�jYi. '�r�t '!iC 1C ° 7711,.,
- ...'ri J': � _ , r .'i�-'J , .,. ._ ,�i' ,(r. .• rli.ar:;i":. �: _, ,.. il' + "!? ✓i Y }";: ..,_ ,: _. -+ .ed'�u• .
GCS20002b FL33818> Page-3 of 4
This evaluation'report-is provided for'State:of�Florida'-product approval under'Rule-61G20=3. -The manufacturer,shall-notify,CREEK'
TeohnicaPService§',ILLC ofany"product!changesor quality assurance changes throughout the duration-for which thisireport.is=fvalid
Thisevaluation'-report doescnot,�express nor:imply warranty, installation, recommended use, or'otherproduct attributes that:are;not
specifically addressed herein.
�HH �" = GULF COAST SUPPLY&MANUFACTURING, LLC
.1���E Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
LIMITATIONS
1. Fire classification is not;within-the scope of this evaluation, r.
2. The roof deck and the roof deck attachment information are prov_Ided"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. y
6. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT _ r
The products evaluated herein by Zachary R.'Priest, P.E. have,d.emonstrated compliance with,the Florida Building
,Code, 7t' Edition (2020) High-Velocity.Hurricane Zones,(HVHZ),as evidenced •in the referenced documents submitted
bythe named manufacturer.
% PRY R P �,.��
0.
No 74021 a
:1 ' STATE OF .00
'�✓�
',��'•.< O R O P'•N Zachary R. Priest, P.E.
_ '0Florid N A E�%`�,_.._ - Organi ation No.l on ANE9641021
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 46f 4
This evaluation report:is provided for State of Florida product approval under:Rule,61G20-3.,:Jhe manufacturer,'shall.notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout theAuration for which this reportris;valid.
This evaluation report does not,express nor imply warranty, installation, recommended use, or other product attributes that-are not
specifically addressed herein. :r
a '
K GULF COAST SUPPLY&MANUFACTURING,-LLC
Metal Roofing(HVHZ)
TECHNICAL SERVICES,LLC
APPENDIX A
INSTALLATION
Note-Refer to the APPROVED ROOF SysTims 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:
" M1
Component Product Installation Detail
#9-15 HWH wood screw
with sealing washer
#9-15 HWH WoodZAC
screw Shalhpenetrate 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.inseam clip
io �—
GulfLok Clip " cr
. 2a,
1-314`
Clips
6.76
4-1/4" .L. .,
a — — — — — — — — — —
Tf
NC-33003-3 Sliding Clip
C]
'1/2
Sealants Metal nd Weealant aster Shall be applied in 1/4%5/16"continuous beads on the male,rib along the seam
Metal Roof Sealant
j
,GCS20002b F,L33818 Page 1-of 3
This evaluation:report is provided for,State of Florida.product appr1.oval under.Rule,61 G20-3. The manufacturer;shall notify CREEK
Technical Services, LLC of any,product changes.or quality assurance changes throughout, for.which this report is,valid.
This-evaluation report•does not express nor im_ply;wa.rranty, 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
Fastening Details
Nomenclature Attachment
MAX 1.6" COVERAGE
GuItLok Type 1
(1) #10-12 X 1"TYPE,A PANCAKE
GulfLokT" CLIP,24 GA.
GUItLok Type 2
(1) #10-12 X 1"TYPE A PANCAKE
Max. 18"
VersaLoc Type 1 r�N
T
T\1_1500SC SLIDING CLIP
(2)#12-11 x 1"Panhead per Clip
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
5V Type 1 12
At Panel Lap
At Panel Lap
#1/4-14.x 7/8"Lap Screw @ 24"O.C:Max.
12" 12" 1211
GuItPBR 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.
GULF COAST SUPPLY&MANUFACTURING, LLC
Cr CREEK Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
- - . '- -• -. APPENDIX A
Fastening Details
Nomenclature Attachment:, .'
#1/4-14 x 7/8"Lap Screw @ 24"O.Q. Max.'-
7 71 51� 711 511 ;
GU//PBR Type.?
_ (1)#9;15�x 1-1/2
911 �I� All., �('�i�
J �AtJPanel LapGulfRib Type 1
J L(1)#9-15 x 1-1/2"w/Sealer Washer
6.5" 2.5" 6,5" ` 2.5" 6.51t. 2.5", 6.5" 2.511
:GulfRib Type4
i Z(1)#9-15 x 1-1%2"w/Sealer Washer, -
`GCS20002b FL33818 Page3 of 3
This evaluatiomreport'is provided-for State of Florida product approval under Rule 6l 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 B-
- e 1
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 57ft 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# GuIfPBR over Wood Deck New or Existing)
RIB-W# GulfRib over Wood Deck New or Existin
Approved Systems for GulfLok over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment D
s
' 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 5-3/16 in.o.c -63.5
or insulation
OPTIONAL GUItLok Type 1 attachment with#10-12 x 1"
Min. 15/32 Min.26 ga.Gulf-ok Pancake Type A screws spaced 5-3/16 in.o.c.
LOK-W-2 CDX plywood Approved fire barrier As required per FBC Max.16-inch coverage Titebond Weathermaster Metal Roof Sealant -121.75
or insulation - - - - -applied to male rib.
Min.15/32
OPTIONAL 26 ga.,Grade 80 GulfLok GUItLok 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 461
or insulation clip and spaced 5-3116 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 not imply warranty,installation, recommended use, or other
product attributes that are not specifically addressed herein.
,[A-CREEK.
GULF COAST SUPPLY&MANUFACTURING,LLC .
Metal Roofing(HVHZ)
-i-ECHNICAL SERVICES-, LLC. APPENDIX B
Approved Systems for VersaLoc over Wood Deck(New or Existing)
System Deck- .Fire.Barrier .._._Underlayment.._ __Roof Panel Panel Attachment. MDP
No. (Psfl
Min.15/32 OPTIONAL Min:24 ga.VersaLoc VersaLoc Type 1 attachment
V"-N/_1 B.-C plywood Approved fire barrier. As required per FBC Max.16-inch coverage with clips spaced 24 in.o.c. =59:75
or insulation
OPTIONAL
Min.15/32 Min.24 ga.VersaLoc VersaLoc Type 1 attachment
VL-W-2 B C plywood.., Approvedfire barrier .. As-required per FBC Max:-I&inch coverage -With clips spaced 6 in.o.c. -123.5_
or insulation
- Approved Systems for 5V Crimp over Wood Deck(New or Existing)
System Fire Barrier/ MDP
Deck Underlayment .Roof,Panel Panel Attachment
.No.- Insulation (psf)
OPTIONAL
Min.15/32 - Min.26 ga.5V Crimp 5V Crimp-Type 1 attachment with#9-15 HWH wood
W1 =_ __ Approvedfire barrier As req
B-G plywood uired per FBC -108.5
` or insulation- _ 24-inch coverage. screws with sealing,washers spaced 12.in.o.c.
OPTIONAL
'Min.15/32 Min..26 ga.5V Crimp 5V Crimp Type 1 attachment with-#9-15 HWH wood
5V- B-C plywood Approved fire barrier , As required per FBC 24-inch coverage _ screws with'sealing washers spaced 6 in.o:c. -156.5
or insulation
Approved•Systems for.GuIfPBR over Wood Deck(New or Existing)'. . .
System Fire Barrier/ MDP
Deck • Underlayment Roof Panel Panel Attachment
No. Insulation -._ _ .. _ _- _ . .(pso
OPTIONAL Gu#PBR Type 1 attachment with#9-1515 HWH WoodZAC
Min.15/32 Min:26 ga.GulfPBR screws spaced 24'in.6'c.
PBR-W-1 B-C plywood Approved fire barrier As required per FBC 364nch coverage Laps fastened with 1/4414 x 7/8"HWH ZAC Impax Lap =60.5
or insulation screws spaced 24 in.o.c.
GCS20002b - =• - FL33818 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product.changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK GULF COAST SUPPLY&MANUFACTURING,LLC
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC '.
APPENDIX B
Approved Systems for GuIfPBR over Wood Deck(New or Existing)
System Deck Fire Barrier/ Underlayment Roof Panel Panel Attachment MDP
No. Insulation (psf)
Min.1x4 No.2
SYP wood GuIfPBR Type 1 attachment with#9-15 HWH WoodZAC
purlins spaced OPTIONAL Min.26 ga.GuIfPBR screws spaced 24 in.o.c.into wood purlins
PBR-W-2 24 in.o.c. Approved fire barrier As required per FBC over or insulation 36-inch coverage Laps fastened with 1/4-14 x 7/8 ZAC Impax Lap screws -100.5
spaced 24 in.o.c.
Min.15/32-
B-C plywood
Min.1x4 No.2
SYP wood GuffPBR 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 451.75
over � or insulation - � 36-inch coverage _ _Laps fastened with 1/4-1.4 x 7/8"HWH ZAC Impax Lap _ -
Min.15/32 _ screws spaced 24 in.o.c.
B-C plywood
OPTIONAL Gu1fPBR Type 2 attachment with#9-15 HWH WoodZAC
Min.15/32 Min.26 ga.GuIfPBR '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
No. Deck Insulation. Underlayment Roof Panel, Panel Attachment., (Psfl
-Min.15/32 OPTIONAL � Min.29 ga.GulfRib � GulfRib Type 1"aftachment with#with#9-15 HWH
RIB-W-1 B-C plywood Approved fire barrier As required per FBC or insulation 36-inch coverage _ _- WoodZAC screws spaced 24 in..o.c -71.75
-
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.15/32 `
B-C plywood
GCS20002b - FL33818 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK GULF COAST SUPPLY&MANUFACTURING, LLC .
Metal Roofing(HVHZ)
TECHNICAL SEF?Y ICEs:`LLC' _ _
_ . APPENDIX B
Approved Systems for GulfRib over Wood Deck(New or Existing)
System Deck Fire Barrier/ Underlayment Roof Panel Panel Attachment MDP
No. Insulation (psf)
OPTIONAL
Min.15/32: Min.26 ga.GulfRib- GulffWb-Type2 attachment with#/v9-15 HWH WoodZAC
RIB-W-3 B-C plywood Appr or insulation ovedfire 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#9-15 HWH WoodZAC
RIB W-4 12 in.o.c. Approvedfire 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"btianges'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
s` 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, 11, 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 Pesd=0.61P„n.
9. Zone 2 is inclusive of Zone 2e,Zone 2n, and Zone 2r
10. Zone 3 is inclusive of Zone 3e and Zone 3r
11. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional
12. Zones 1,2, and 3 shall be defined as shown below. Dimension"a"shall be 10%of the least horizontal dimension or(0.4 x Mean Roof Height),whichever
is smaller, but not less than either 4%of the least horizontal dimension or aft
Gable Hip
a
3 2 3 3 2 131 a g 2 a
2 1 2 2 1 2 2 ;1 2 2 1 2
13, 2- 3 3 _ 2 3 a_ 3 i 2 3 a
Ia-I IaIaI- .a - . IaI IaI
GCS20002b = FL33818 - - Pagel 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 SUPPLY&MANUFACTURING, LLC
_ . Metal Roofing(HVHZ)
TECHNICAL SERViCES,:L'LC, . ..
- = APPENDIX C
G le/Hip Roofs in Ex sure C in Miami-Dade&Broward Count Roof slopes between 2:12 and 12:12 `
,- MeanRoof---
Basic Wind S peed(mph)
Building Type Zone Risk Cat I Risk Cat 1 Risk Cat II j RiskCat II Risk Cat III,IV Risk-Cat III,IV_ .
Height(ft)
156` ::165 170 175 180 -:186 _
20 -62.3 L69.7 -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 45.9 40.6 -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 A 0177 -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 1-1.7.6 A 24.8 A 322 -139.9 A 49.4
'50 -110.1 A 23.2 A 30.8 4 38:6 -146:6 -156.6
60 -11.4.2 -127.7 A 35.6 -143.7 -152.0 -162.3
20 -108.1 -120.9 A 28."4 -136.0 A 43.9 -153.7
25 -112.9 -126.3 -434.1 -142:1 -150.3 -160.5
30 - - A 17.7 -131.7 -139.8 -148.1 -156.7 -167.3
-' 3 40 -124.9 9 39.7 -1-48.3 -157.2 -166.3 A 77.6
50 -130.9 446.5 -155.5 -164:7 474.3 A 86.1
60 -.135.7 151'8 -161.2 -170.8 -180.7 A92.9
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 --84.3 794.3 -100.1 -106.0 -1.12.2 =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 -113.6 -120.6 -127:8 -135.2 A 44:3
25 -106.0 -118.6 -125.9 _-133.4 -141.2 =1507
Partially 30 410.5 -123.7 -131.3 =139.1 A 47.2 -157.1
Enclosed 2 40 -117.3 -131.2 -139:3 -147.6 -156.2 -166.8
50 -123.0 -137.5 -146.0 -154.7 -163.7 4 74.8
60 -127.5 -142.6 -151.4 -160.4 A 69.7 -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
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 A 43.7 -160.8 =170.7 =180.9 191.4 -204.3 "
60 -149.0 -166.7 -177.0 . -187.5 -198.4 -211.8
GCS20002b FL3 _
._ � _ . �._. .. . 3818 '-"� - - --' � - - -. :._ . _•. ' 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.
CREEK GULF COAST SUPPLY&MANUFACTURING,
Roofing(HVHZ)
TECHNICAL SERVICES, LLC "
APPENDIX C
G le/Hip Roofs in ExI osure Din Miami-Dade&Broward Count Roof slopes between 2:12 and 12:12
Basic Wind Speed(mph)
Building Type Zone Mean Roof Risk Cat I Risk Cat I Risk Cat II Risk Cat II Risk Cat III,IV Risk Cat III,IV
Height(ft) 156 165 170 175 , 180: 186
20 -74.8 -83.7 -88.8 941" -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 A 06.3 -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 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 -148.1 -157.2 -166.6 -1-76.2 -188:2
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
3 30 -139.3 -155.9 -165.4 -115.3 -185.5 -198.1
40• -146.5 -163.9 -174.0 -184.4 -195.1 -208.3
50 -152.5 1.70.6 -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 A 29.0
30 -94.'0, -105.1 -111.6 -118.3 -125.1 -133.6
1" 40 -98.8. i -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 _ 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
50 243.3 -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 -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
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. ,,