HomeMy WebLinkAboutProduct Approval gusi - s. Profess Regalation RECEIVED DEC 0 6 2016
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Application Status Approved
Comments
Archived
Product Manufacturer Gulf Coast Supply&Manufacturing, Lr.
Address/Phone./Email 4020 S. W.449th Street
Horseshoe Beach, FL 32648
;352)498-7852
ray@gulfcoastsupplyxom
Authorized Signature Ray Bowen
ray@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
` Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Daniel S. Kuhn
the Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications, Inc,
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden
", Validation Checklist- Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.pdf
FL11651 R2 COI Letter of Name chanoe.odf
P.eferenced Standard and Year(of Standard) Standard Year
FM 4471 1992
TAS 100 1995
TAS 110 2000
TAS1252003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
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'.y123f2Dy6 Florida Building Code Online
Sect ons frcrn the Code
Product ADuroval Method
Date Submitted 07/DV2015
Date Validated 07/10/2015
Date Pending FBC Approval 07/18/2015
Date Approved 08/18/2015
Summary of Products
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Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-I824
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"lc records-if you do not want ymff e-maij address raieawd in response to a pirbiic-recorzis request,do natserd ejectrordc
--ati to this entity.instead,contact the office by phone or by traditional mail.If youhave any questions,please contact 550.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapber 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for cfficial 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 vou are a licensee under Chanter
455,F.S.,Please clicRnere
Product Approval Accepts:
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SllPPLY � MAD1UfACTURfNG
FLOMDA P:'ROUUCT APRROVAL G ull GaaTst
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�26 GA. WCRIMP ROOF PANEL OVER 15/32"' PLYWOOD*
ORIDA PROD- APPROVAL NO. 11651.13 R2
Product Evaluation Report
GULF COAST SUPPLY&MANUFACTURING, LLC.
26 Ga. SV Crimp Roof Pane!over 15132"Plywood
HoTida Product Approval #11651.13 R2
Fibri>da Building Code 2014
Per Ri ule 61G20-3
Method: 1 --0
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON € VHZ
Product manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Ne eir�6. PL 32669
aE Af&� e
Engineer Evaluators zap
®an Kuhn, P.E. #75519
Florida Evaluation ANE ID-_ 10743 Z�= -
STATE 0.= m
�faliclator: � ►sw Z 0R tID�..�����
,r�g v^. ..•v v q
Locke Bowden, P.E. #49704 °✓� � � ���
°pr race asst
9450 Alysbury Place o-613012015
Montgomery. AL 36117
Contents:
Evaluation Report Pages 1 - 5
R#11651.13 R2 a JUNE 15,2015
. m
ODUCT
EVALUATION
, ® o s ® e
G61iCWouge
SUPPLY & MANUFACTUR]NG
26 GA. 5VCRII\.IP ROOF PANEL OVER 1;5132" PLYWOOD*
APPROVAL J r., ? l 65 t i R2
2
Compliance ce Statement: The pn3duct as descrikd in this report has demonstrated compliance with the
Fmrida Rui inO Code 2014 Sections-15043_2.
Product Descript ow 51f Crimp Roof Pane[,26 Ga. Steed 24- Coverage,through€asteaed
roc'i We-.vifh, ensrs in the pane%fisat over rminLm;Lan%'p ruod decking.
Non Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3_
Paint Finish Ootional
Yield Strength:80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014,Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 24" Coveraae
Rib Height: =7s" Major Rib
Panel Fastener: =9-15x15" with sealing washing in the flat of the panel or approved equal,
'✓n" minimum penetration through plywood.
Corrosion Resistance: Per Florida Buil6ing Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Kilinimum''f3z"thick,APA Rated pl rveood over supports at maximum 24" O.C.
Desi;Qn of pl,,wcod and piyvvood supports are outside the scop`of this evaluation-
Must he de§gned in accordance w/Florida Building Code 2014-
Design Uplift Pressures,- Tame W
Fastenerlsat'ern 12"-12" 9.5„=�Y-95ph
E
Design Pressure includes a Safety Factor=2-0-
€C»1 i 6S I-13 R2-1UNE t 5.MI
PRODUCT EVALUATION
KUHN 0
116, •
SUPPLY & MANUFACTURING
5 VIC' 5 ' 1-7
U
2,6 GA. 5VCRIMP ROOF PANEL OVER 15132"PLYWO013*
PRO,DUCT APPRO"L G61 Coarst
r.)O. 11651.13 !',
Code Comirti3€0e: ahe procse eesdied n-erdn has da=61raaed cofnpiiance iviath tine
gide Building Cade 2014,Sections.1504.3.2.
Evaluation Report Scope: The pwduct evaluation is lir&ted to comp:iance with tfie 5iructoraf wind load
reggirenre is cWthe Rocida Sufldi`mg Code 2014,.as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
® UL 580-06-Test for Uplift Resistance of;hoof Assemblies
UL 1897-04-Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/1897-98 Uplift Test
Force Engineering &Testing,Inc. (FBC Organization##TST 5328)
Report No_ 117-0053T-05& 117-0331T-08
2. Certificate of Independence
By Dan Kuhn, P.E. (FL#75519)@ Kuhn Engineering,LLC
(FBC Organization 4 ANE ID: 10743)
Test Standard Equivalence: 1_ The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1.897-04 test
standard.
Quality Assurance Entity. The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a duality assurance program audited by an approved quality
assurance entity!
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12,lap sealant must be used in the pane;side laps_
Installation: Install per Manufacturers recommended details.
Underlayment Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
Hoof Panel Eire Classification: Fire classification is not par of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report_
FL#11651.13 R2•JUNE 15,2015
PRODUCT EVALUATION REPORT
FLORIDA
PRODUCT APPROVAL
Oft
SUPPLY & MANUFACTURING
D
U U U
26 GA. ■ . ROOF .A •
OPIDA oRODIL"CIF APPROVAL NO. 1_
T 1,
Design Procedure: Fbr rues 1uit1Tn the parameters&iead an tqe toad tam,fastening pattern must
at a minimum meet those tasted for the appfcable,wind zone_For ail roafts outside
the parameters dated on the load table,design wind loads shall be determined
for each project in a€coedance with Ff3C 2014 5ecti€ra I GG9 or, ,SCE 7-10
using a-Rouraole stress design-—I maximum fastener spacing,listed herein snail
not b--exceeded.This evaluation report is wL app caste in High VeloCetty
>umcane Zane_ l efer to a=ent&t 0'A Or H 2 evoluuation,,rept for Lase of this
product in High Velocity Huirrii ane ZorrG
FL#11651.13 R2•JUNE 15,2015
PRODUCT
RING,
116 70 1 D LAKES LANE BO CA RATON. 0464
SUPPLY & h9ANUFACTURING
-5 V�`(���R 0 M P
FLORIDAPRODUCT
APPROVALENGIN L :0 'BLE SPEC Gull 'CaiEt
ENGINEER LOAD TABLE:26 Ga_s{lCirimp RGof Panel Over 15132Plywood
®
1t se �a
�s'�_.sMa � '�i.+..:..._sz'=.,rx,- -..r_�„a,���..'w�s.wRs,�as-e•..-i.�-h'. -a. ,a..�a
VAMD FASTENER SUBSYRAYE 120 130 140 150 160 170 180
SPEED .v4® 0.11M 15132) ON CEHTER ON CENTER ORE CENFER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) ° SPACM6 SPACING SPACING SPACING SPACING SPACING SPACING
MW -,:;.i..;' � ls .�.. .
ZONE 2 Plywood 16-TYPE 1 16`TYPES 16'TYPE 1 15®TYPE 1 16'TYPE 4 IV TYPE t 16' 1
1.)PANEL DES 0f&5V CRVVIP MM 26 GA-,GRADE 80,24`COVEPEAE
)PANEL FA #Et:4945€I-5" }i�`�P°:Clt e�SEA�1�G TI���kS?t �,ti�Ari? 34 PE RA.CI{3K.
3.)MA}amUM.ALLOWABLE FANR UP€[FY PRESSURE.-9 -"25 PSF@ IS-O.C_FAS-ffNIER SPAONG TYPE 1 FASTENER PATTERN,-131-0
PSE fs16" O_C-FASTENER SPAC NG P(PEE 2 FA�E—EiLEF PATEPUX BASED G TAS 125,UL 58QAJ*L 1991 TEST- NG-
4.)
EST- NG.
4)PLYWOOD DECKWG:MML'3k-TFJCY,PLYWOK00 Rf L6TT BE DES€( NEB Ni ACCORDARCE VATaH FLOFJDA.f3JiLBa G CODE 2014-
5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3.-12,LAP SEALANT DUST BE USED IN PANEL SIDE LAPS_
6.)LOAD TABLE BASED ON�I`M PRESSURES CALCULATED PER ASCE 7-10(KD=0"851 MtfL . ED RY G-6 PER FLET€ IDA KPLI)ING
CODE 20 14
aZEtt1E2 �'FAW Note_Dimension(a)is defined as 10%of the minimum width of the building or
r r' 4tt°e
of tie mean height of the met.whichever is sync-herr however(a)cannot be
--- - -- lez tom:ecfher 4%of tieQ minimum,xvldth a¢the 1yaa of 3 fee`,
<`
-YP
� E I FASTER PARN
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F 6 � 4
` E 2 FAS V . E lPTERN
x-15 x I-11T HMi w earirg Washer
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FL-f 41651.1,3 P,2 r t5�2015
PROD
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,KUH.N ENGINEERING; LLC
11670 ISLAND LARES LANE. s