HomeMy WebLinkAboutGulfCoast_5V_Metal_f m
SUPPLY & MANUFALCfURlMG
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING LLC
26 Ga. 5V primp Roof Paned over 15132" Plywood
Floiida Product Approval #11651-.13 R3
Florida Building Code 2017
Per Ruie 61 G20-3
Method-1: 1 -D
Category: Roofing
Subcategory:, Metal Roofing
Compliance Method: 51G20-3.005(])(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturoing., LLC.
14429 SW end Place. Suite G30 ..._
Newberry, FL 32669
Engineer Evaluator,B
Dan Kuhn,, P.E. #75519
Florida Evaluation ANE ID,L 10743
Va I i d ato r,0
Locke Bowden, P.E. #49704
945.0 Alysbury 131ace
Mont-gornery AL 36117
Contents:
Evaluation Report pages 1 - 5
FLN 11651 P, 13 R3 ■ O.CTOBER S.- 2017
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L In tow %MMUMUM
Product Approval
USER Pubk
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ft 0
A ppl fionType
Code Version
Appi lit o11 ta"
Comments
Arch id
d uct Ma nufact-u res
AddrusslPtoneJEmaf1
AwtAprlrtd Sognature
Thwil Rep:rese ntaUva
Acid resslP �*ne/E ma it
I J
PI _
Qual sty Assu ranRe p rtse ntative
add rtsPha ne1'1E ma 0
CO f'Y
S" cry
Com P1 iance MethDd
-- s
i
FLI I 6SI -R3
RevISIOr!
Approved
G6X pP1Y & ftanu1'burtmig, LLC.
4020 S. W. 449th Str"t
liorseSh0e SeKlh, FIL 32648
(352) 498-0778
InfoogullftwStsupply.cora
End Dav Id
Infoog U I fcw WO P IV -cc M
David Enq
1"29 SW 2r�d Pt
ate G30
Newberry, FL 32669
(352) 498-0778
l nfoOg uI Iscs#su pY . co m
David Eng
1"29 'SW 2nd PI
Stin G30
Newberry, fL 32669
(352) 498-0776
da-vEd,ertq CDguId s# ppty. COM
Roo
MOW Roo I �N
E Ya lust Min Report a Florida Reg isterW Architect or a Uce ftwtda
Prof,essic na I F.ngirt
Evatuat Ion Report - Har&-*!py Rece orred
Florida Eng Ineeir or AnNtett Na rne w ho d eve �oed DsnPei S. Kuhn
EY a I u a tihon Report
F�orda Ucense
Qu.&I ity Assu E n My
Quality ►uram%e Contract Expiration Date
Va Mated By
Certificate of Inde PeMenm
Referenced Sundiird and Year (of Starvdard)
PE-75519
Keystonr CertMca t b mj, Inr.
D4/12/2024
LDCXG Bowden P,Eq
• VaIkUMn Checktist • Hardcopy Received
011121-1117
staindad YME
FM 4471 1"2
TAS iQU 1"s
TA5 110 2WO
TAS 12S 2003
Llt 1897 2012
UL Sao 2006
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Eq u ivaIenc;e of Produc# Sta nd isrds
Cart lfMe- d By
Sectlono from IRe Code
Product Approval Method
Date Submlkted
Da te Va I Ida ted
Dat e Pendlr1g FCC App rava I
Date Approved
SummarV of Products
L;0 to Pag e (D
FL 0
]1651.1
1i
Model, Number or Noma
0.032' Aluminum 5V Crimp
Method Y Option ❑
10/10/2617
10/12/2011
10/17/2fl17
12/1212017
Limits iaf Use
Approved for use In 1iVHZ: No
Ap proved fir use auto] do HVMZ: Yes
I m pact Reel stant; N/A
Design Pressure: +NjA/-100-.5PSF
0the c: -1015.5 psi' 0 12* o.c. I n5ta14 per menu FacWrers deta Its.
fVot f or use 4n Fi lm Zo.nes,
116
. 03 2" Aluminum Gulf L-ok
-
Limits of Use
Approved for use I11 FIVI"IZ: CIO
Approved for use outside HVHZ: Yes
� Impact Resistant: NIA
Design Pressure: +N/A/-116.OPSF
Oth: -52.5 psf 0 5 3/16p' O.C. fastener spacing.-116,0 Psf
0 5 31 I#5' O.C. faStener spadng. Ins taIG per manufacturer5
detallls. Not for use in HV`F4Z -Zone!S.
AL-
Ir-
t 24c�a. Gulf!Snap
Li nnift of 1)M
Approved for use In IiVliZ; lies
Approved for use autslde HVHZ: Yet
tmpact Resistant,., WA
Design Pressuream #IN--131.0PS
Other, -67L3 pAif Q) 24q* o-c- clip spaong* -131 p!5f 4 6m ox.
dip 5pacin-9. ] nstall per manuf a cturers detai7s. Fir use In HVFIZ
zone5w
24ga. Ver5aLoc
LImft of Use
Aq p{otred for use In HVHZ; Yes
Approved for, use outslde HYHZ: Y-e5
impact Realstanin. H/A
065101M preSsure" +N1N-&138-5PSF
Other: -71 psf 0 24* O.C. C11 P Spa Cinq. -13 0, 5 psf 0 6' o.c_
dip $pacing, Install per manufacturers detaIM5. For ijin t-IVHZ
Zones.
% I1165t.5
VemUc .032' Aluminum
E&- - -
Lfml#s Of Uft
Approved fair u s-e In HV lid: YeS
Approved I -or use outride IiYHZ: Yes
lrilPact Resistant: IVVA
Design Pressure; #Nf-jjD1.0P5F
Dthmr�v - 6 3.3 psf Q 24,m 0. c. Cj i p spau ng 10 1 - 0 pst ip 6m ox.
P.
10 0 Page 1/ 20 0
Description
Min OrO32' S V Crimp Aluminum Roof Par lever 15/32'
Plywood
Instal lotion instructlo n z
Verified By: Dan Kuhn., P.E. 75519
Cre&d by I nde. pe nde nt Th I rd Paft: Yes
Evalunuen Reports
FtA21rX;111iToWk M16 U'NrAN�m]Fol-TaR
Created by Independent Third Party-., Yes
Min 0.a32' Aluminum Gulf Lok 16' Wide Roof Panel over 15/32'
Plywood
InstaRatio n In structlons
Verllied By: Dan Kuhn, P-E. 75519
Created by Independent Third Party,, Yes
Evalu at I on R ep-o rts
32PIvwood- NanHVHZ--sjqne�
YeS
Created by Independent Third =
V Gul f Sna p 24 Go. 17" wide Roof Pane I over 15/3 Z; P$ywood
�! T L
I n stal lation Instru ctio n 9
� 1 - - J r - � rL ■ M � E r - -- - - - - - -
slgnegL
Verified By: Dan Kuhn, P-E,, 75519
Created by Independent T��rd P#ray: 1ft
�
Evatu atlon RiL&parts
=9-
CreaLed try independent Third Party: Yes
Im 1fer5i24gd 16.Sm Wide RID -Of Panel O+rer 15/32-A PlyWood
Insta 1 Fatl 0 n instruetlan5
11-
Sig
VCrified BV; Dan KUhP1F P.E., 75519
C neated by I nd e pe nde r�� Th MHO ��rt�: Y
Evaluation Am rts
E
* a
F IPU EH"J'
Created by Iridependent 1h i rd Party- Yq
V VersaLoc min .032' Aluminum over 15132' Plywood
Installation Instructiona
1-19
Verified By,., Dan Kuhnr P--E+ 75519
Creattd by Independent Third ftrty: Yes
Erratua#n Reports
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4
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AP P rvvqd ftf me@ ONW40 H V'N Z db Von
� zn,P&ct tant: HIM
Do s M g n Pmswu ram' + AV` I S& SPSF
anrr. ID&S pw
0 Lr
tpacMy. •156.5
PO •
� 5' 0.0 Iti3t+N+tr �•V��rq_
If1��1 p!f
IrW1uf�[tu�MS d�t�l�
fOf
I use in W*Q tw*s.
LAW "I of us.
V%~ ar: Dan Kuhn, P.E. ?MID
Co"tod bv 1 mbpw4fta it Thwid diiiiii'i Tft
Mw,rion �
%2F%.V" L =1
- - 0"hd er [if r* n,ors rra -
Iwo tK ra S►► efflft arar t srs�• w, ...u,,
WMM Ila twa Inct n&COG"
AdWNWMd fee � in "VK& Irk i ELLLLU- S j 11 .61 L 1 Lk la
A"F0% off outflb! NVFI2: tes awleO.
I m pact Rrsl:ianS: NWA � Wif*d By' Dan Kuh% P.E. 75SI9
Design �Vrrssura: a�1iyA/-131.1SF � CM4
7[ed Or IN*
pti+dN�K lhkd P�r[y: Yea
0060 -9#.35 .e5r A ti` e.nreemi -l]l.S a" Eva FuaAftift Reports
I % 0, C. 7 -N. T-F IF N.V. kTr" 'ill"iT. JLVw Corw n1GMFOC"ffwM LW U� 119410 M& is 02A.- =--LJ6 6- AW
jorr! H-�14'7 O!12 IS go
Cftatvd by Ir 1 i _n%rty" Yft
1-1651.LL14 ��I a . FY Cnmp
Ll mfts a f Use
A4w ro%Vd ftr use In HV Ok-b
Approved %r use LVU de FiV HZ: I es
Impact Res4staA:
Oes I g ct IPr +lyVI S6.Sires
0 thwa 4. 108. 5 pd 0 1 ZR a-.1c, tamener %Wk rNq% - 1 S6, 5 Pd 0
6 n . -
0,1r, hKhmr 3hpbcft Install W cn&nuFKtu detaft. Fw
Uft In MVRZ z�rr�.
ft li Go . W Cramp R col P&W Ovrr tX4
►vvoa r�►rm awrT
to*t�llation I n wt Tu Cti on 5
1163 1 R3 11 HL .11 EY F4 1 M geal Fd� �-%T
Dan Kuhiin,, Pm E-L 75 519
N YU
CnWW by lnderwnftnt Th" P&.nYL
jk4ft stWn R st pe rift
Inilar%iiii 01 All n ilfTii! I& Rit 2AqVC
Nur�il4ti_.Ay7pe%d.RQt
CrWited by IndeprNent Thud ftftlu ohs
146
21651.15 X Ga. Gu R Lok P4 i n C& SW LA* I W Wds RoO Ift ne I ow I $Mw F'Nmcod
- --------------
� Lirnits of Lfte insradMa#ion Tnistfurfloms
Approved for WN
kin i4VkL% YfA
16 5 1 IU
U FL 11 ES I I S R 3 Metal Root 92ML
Approved for wie
auftWe HYHZ: Nes
Impact ResistanO
MIA
VerlAed. Ift
03a K %j hn. P.1, VS 5 19
Dosfgi1 PCOS#11f i
NVV% I 61.OPS F
Cloo t .1
Wdepende f1t TMd : V05
OthO1'; -6,�L 5 0
5 i�M` Q.r-tmupe( 3�Q�i�i `I a�:.lvajuatkm�
R"w
0 5 10 16's SPWng - * 16 1 . 0 0 S 3116" O.C. f&Mrw ng
IfiS 1 B3
AL FU I 11S I I k R3_2"Mok 16 1 1k
I nstaN per ounufaCturi1'! dtftft !fir IAi■ in hlVMZ Zwmn,
wo
Cln~ " 1n&p*r%J*nt TNtd Paftyq- VW
6 GaL It Lok min 26 I V Wift Roo? PaEveI aver Y V32`
Limits of Usk InstallationAnsRruCtionS
Apptowed or u#a 0 H1FIX: No F11f31 R3 ij F1�1�51 3.� IR.3 �1�CAC
Approw*d for uOS OUtWe HVH-ZmE YeN sign am
impact Resto tan b WA ve"n" By: DW Kulha% P, E 75� 19
DqM fps + WAu1-63. N-PSF CmWhed bv ln& Pei nt Third ftft : Yu
Ofh1K -63.5 O S w 15" D.4 fl-st e no r SOKin4• `lH.i=P/f
0 5 3116` ftStOW tpad►q. •161 ps! O S 3/16' Trslener
� sv+a^9, IrstAN per mrnutacruron aetsift, Not ftw tm in IMZ
Zones
11651.17
LIMM of use
26 Ca C;ulfPBR
Jipv- 9 a—"—ed ftr use In "W"Zom No
Approv*d Y" ouo#d* 14VI41h Yes
impact Reshotanu NVA
Deeign Pressurv: +NVN-1w154.7P5F
htr. w S9. 2 5 pV @ 24' ox. fastener pattern.., *154
� �' Q c Fast ener patttrri . 1 rm! 81 I Pe r m*MwISO u1W d
ftr UU in KVHZ
111651-19
Limits a# use
Appnnmbd for us* In 14VHZ-1 �_tLN i
.Appmd for us* [side HVHZ'
Impact Resistant-l- NVA
Doslan Fronuov; +hVOV-151a7PSF
Ot h a r. -i DO. pO 10124* ox. f0ste gyp . 1,73 p4 41
��' fastcner speclrrg, I nstall per rn anufadurot '* dcaftN F& on
n HVFIZ Zen"
LF
An
14110,1��iilk Ft 00 Ca
Creat4doy IrWepenftnt Third Party: Yn
Min 26 Ca. Qt1f FINR Roof Pe Mel oar 1 yi2' }Arwood
Insts I.kd*w I n structions
t I M I -A, WE C% 11 hs 1-1 -h -LA C %
Actan..�+L ednel D-
-.e.n
409
Vatftd Oar: Dan Kuhn, P.E. 75SIq
EVe-aNd by !WvPeoftnt TWd Psrh; YO!
Tvallu a t Ion Roparft
irk 11651 r�3 n-11 ��ul � l�
Cnw1cd by I - Oepwndr n t I h i c d Pm r IV Yes
ftfn 26 Go, C;uIFPSR Rod Paml ever JX4 WUW pUlilne oI
ti S/320 Plywood
Installation Imstructione
fAlit! LLI. IL
ssoa�lm!
%ftf jrod bar: Din ItwAA. W.I. 7 53 14
Creatod by I rmftm-m lent Third NrrtY Yet
Kv"Ation RsOe�e�
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MA -Nut At IV 4 tile
C000 COMpllanil: the I)K+�iu�S dt-h.%i�lnti Ile(0111 Ilk%% ki�yixNtslr.iim C-PitIpli.iirr,�� With the
I C(isil L,% I0 1S4K tions I S�L 1 ::
Eval uatl on R e p ort Stow; The piitXJLKt Ew.dUJtKan is lirntuNj to cloml0wKv with the ytr uttur%lit wwd ka.0
mquitrnie, it, ot tt* rlorloda Buddisio t safe 141ir it Ml,iw+ te Ruk% a+ }G30• 1
Hermance Standards: The piWtit I clestribr(l hei tsn h%" dvi i ioi t%lt a led tvi irl wi lk,;: �wIh.
* I 580 05 1 v7I lot Upli I I Rmm t a.i it r of R&#,&)I ASWI ihi�+•�
• lil 1R97.12 - Upli I I I cSt R;mf IL vvv I if) tj svxtt%nt%-
Re%m n c e DatAIkR 1, UL 5S44)4 / I t07%98 UOil k lot
I uitmTin g IrK {iRC (>yJnir4[1o17 M rS Tt 5342 8)
Rthpurt No, 117 - 00 T-,0 5 & 1 I I w 0 4 11 T•08
i. C er t I Droll 0 of I I I t lipm, 11601M
Hy din Kuhn, PE. (FLO 75519) 0 Kuhn Uiija ikxnr►q, PLC
(FBC OrganuatK)n 0 AN[ ID-, 1074 3)
Tes t Standard E q u I va Ion ca.w I The UL 580-%94 TOM stan(jaro i� cquko,ilent ILI the' Ut 5SC-06 tc%t tit,Fn,l,irO
2, The UL 1897m98 wit sldndetd ii a�qunrals*nt to the UL 1S41.12 te-st
Stelrldiil'd,
Quality Assurancc& Entity' The manufacturer has eti1ablMimt comilhan(v 0 rc��f
.i[cardante vmth i he 1 I or i da B u i Idi nq Cody end Rule 6 1G201w 3,005(3) for
�Tvnuftic tunny undri .1 quality v%suran(P PrQQi am rxt0tE'd fly An iipFlt LIVI"t I QUAIlly
.1SSOtfdfSC! t i i t i ty
Minimum Slope Range, Nfintmum SlW shall comply with Florida Builkling Code 2017, inOudiiiy
Section 1507 44 , 2 and In &xoi thince with Nlanti fmPturers nKomniendaijonN Fur
s1oplLn less thai 13: 11, I4ip sealant ni us i Lw. usrd i i i t: Fwne I s isir laps.
Instailation: Install tier Manulacwrert recpElirne+ided deUils
Und v Hay ment yell campty vvith Flon'da Budding Code 2017 setlion 1507.1 1
Root Pa nel Fero Classification* Farr c 1,iN%iti(ation i� not purl c►f th tjo accvpUns.$,,
Shear DlaphragIn d
Ir
&Lr
k- FLIf 3 R 1 49 0( FOAF R S. 2017
Shear DophragM v.tilui°5 We DwIsIdO tile =tie of this reFloit
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design Procedure:
FLO 116511.31 R3 • OCTOBER 5, 2017
:10514810
SUPPi.Y i MANUFACTUR114ra
For rooFswithin the 4)afanieters listed on the load table, f astei inIg pattern must
at a minimum meel chase listed for the applicable wind zone. For all roofs outside
the, parameters listed on the load table, design wind loads shall be determined
for each project in accordance with F BC 2017 Section 1609 or ASC E 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report, is not appIlLable in High Velucity
I turr'icanereportZone. Refer to current NOA ot I iVH2 evaluation for use of this
product In Nigh Velocity Hurricane Zone.
0 0
i'l ItIj. ftjAk AL- ff's] 11! 0 IkIl ;I ;RE
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MAN UFA CT URI N6
ENGINEER LOAD TABLE: 26 Ga.. 5VCrqmp Roof Panel over 15/32" Plywood
8uhfings+havtmj a Roof Mean Height <_ �0"-0"; Roof Slope,- 2"112" - 120-1/12' Gable nr Hip Roof; Wind Speeds 120-
18pmph, Exposure C, Risk CategoII, Enclosed Building, 6,'�:sQd are Florida Bull ding Code 2017-
11111y
120 130 140 150 16�1 170 180
W11ND FASTENER SUBSTRATE
SPEED (MIN. 1!4' MIN. �5J32'f DN CE TER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetl�t�pn) SPACING SPACING- SPACING SPACING SPACING SPACING SPACING
W M
ZONE 1 99-15xl sn Plywood tb" TYPE 1 16" TYPE t 16' TYPE 1 16" TYPE 1 76`TYPE 1 16m TYRE 1 1.6' TYPE 1
IOPiE 2 49-15x1,,5" plywood 76" TYPE 1 16" TYPE 1 160 TYPE 1 16' TYPE 1 16" TYPE 1 16" TYKE 1 16' TYPE 1
ZIONE 3 #9-150.54" Plywood 16" T_YPE 1 IGN TYKE t 16' TYPE 1 16" TYPE 1 16" TYPE I ISPO TYPE 2 16' TYPE 2
I1.)PAP[EL dESCRIP71pN: SV CRIMP, MIN 26 GA.., GRADE 80, 24rCOVERAGE
2.] PANEL FASTENER: 49-15X 1 5" HWH WITH SEALING WASHER WIMiN. YA" PENETRATION.
3.} MAXIMUM ALLOWAB LE PANEL UPLI Fr -94.25 PSFQ 16" 0 C FASTENER SPACING NPE 1 FASTENER PATTERN, -131A
PSF 016m O.0 FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125. UL 580/UL 1897 TASTING.
4.) PLYWOOD DECKING: MIN. I '*THICK PLYWOOD MIST HE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 20174
5.} ROOF SLOPE: ON RO()F SLOPES LESS THAN 3--12,'LAP SEALANT MUST BE USER IN PANEL SIDE TAPS
6.) LOAD SABLE BASED ON WIND PRESSURES CALCULATED PER ASC E 7-10 (KD = 0.85) MULTIPLIES BY 0.6 PER FLORIDA BUILDING
CODE 2017
C
qsd%� 1% " raw a
fM-9
ZONE I a
% GABLE ROOF
- Lurilt .1 1^9 Wh
FLU 11651 13 k3 •OCTQeER 5, 2017
Note: Dimension (a) is defined as 100 0f the minimum width of the bui I dpnq or
� 40% of the mean height of the f oaf' wh ich eve r i s smaller, however, (a) cannot be
less than either 4% of the minimum width of the building or 3 feet,
------� TYPE 1 FASTENER PATTERN
{1} #9-15 x 1-112" HWH w/Seal i n 9 Wash er
6
At Panel Lap
TYPE 2 FASTENER PATTERN
r
(1) #9-15 x 1-112" HWH w/Seal i ng Washer
9.6 5" 211
10-0 to,
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-- � TYPE 1
FASTENER PATTERN
& MANUFACTUAII(G
#9- 15 x 1 �1/2 H WH w/Seal 1 ng Washer
At Paned Lap
TYPE 2 FASTENER IPATTERN
(1) #9- 15 x 1 112" HWH w/Sealing-Washer
pit
Fu 11 6si - 13 R3 •OCTOBER 5, 2017
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