HomeMy WebLinkAboutProduct approvals.5V_Metal_Product Evaluation Report
26 Ga. 5V Crim- of Pan:el over'l.5132" WO
-p Ro Plywooii
Florida Product, Approval # 11851.13 Ft3
Florida Building Code 201
Pe,r RU -1e 61 G20-3,
Method: I -D
Category: Roofing
Subcategory: Metal Roofing
Campfiance Method: 61G20-3 U05("1}{d)
NON HVHZ
Product Manufacturer,
Gulf CoastSupply & Manufacturing, LLC.
14429 S\A/ 2nd Place, Suite G30
,,Newberry. FL 32669
Eng'i'neer Evaluator:
Dan Kuhn,,,, P.E. #755,19
FloridaEvaluation ANEiD: 1, 0743
Validator:
,,Lock -e- Bowden, P.,,E., #49704
GA
.0--T50 Alvcb ry
7 .r Place
U
Montgomery, AL 3�6117
Contents:
K P rt P
..-Val-uation e_ oll ages
FLIM 11b51.13 R3 9 OCTOBER 5, 2017
N1 A, N UFA C LJ UNG
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Evaluatt-On Report
Flor kda Ucense
Q%mipty usurancie Entiry
Qall u r a ncev C ontraCt EXarlriatmn Date
vau"� By
GL
11,111pliq
III X. is a
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FL11651-,R3
Revisiclirl
2017
Approved
ipply nufbM- M ng, L LC
4020 5. W. 449th-
Ho,r s-inhot FL 32"S
(3S2,,) 4 10
David Ervq
144 29 S- W 2iind Pf
Ste G,30
Newbe"I,p FL 32669
(352) &077-9
Pon- roles PF
V.1corn
Da v Id E rig
14:42-9- SW 2nd P)
Ste G30,
Newbe(r,y. FL 32ftig
(352) 49.8-0778
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Evalum R��eport - HArd;C1Opy'RqK*vjd,1
K"One C*tmcaor*,. Inc.
0411:2/2024
Locke- Bowden,, P.E.
qO Va hdat on C t i.-. t Hardmay Ramlyied
I 10111111M . IIIIIIIIIMIII� -
A
I[OlM a;
mmd Standard and Year(of StamdAI'd)
F1
IrM 4471 1"2"
TAS IOE' 1995
TAS- 11+] i000
TAS 125 2003
Ul 1897 .012
UL 930 '0�6
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Equ1vaICno r I " r Ot 14 L LL Stand',dfd!
Cartlfled By
Sectio no fru,rii i I I it - t �1 de
PrW_uct. Approvall Me-thiod
I
Date IS w bm1tted
Date Validated
Date ndlnq FRC Approval
Date Api-Proveild
Summary of Produ
Go to Page ilia
FL 0
11651, f
uM_ ft� of, u..
Model, N U mber *r Name
0.03Z"'Alum[nurn 5V CrImp
Method I OpUuO 1 )
A is I
I! 1z N ap
Mi" - I ftw wee ii KV"L
Arow�d I use ouwde HV"z3 yu-
llmpaCt, ReeIin-t; N/A
Ot
o. ii Insitiall per riiimi�iufa c. t ki r t -j r �'1�1: -,,,I GO 1 5 P-0 0 12 detallsh
1 Not f'w u% in HVHZ Zo- nes
rigsFill A i iii 3 1 L_
(i i If L. -;
Umft Qf,' U"
Appircip-wed ftr use In HVHZ: NIo
Appraviwii for use outside MV",Z,, Yes
Impact R"Istninta. N/A
Delsiv mi, u re: + N/Aiiii - k 16 - 0i PSF
116, 0 ps-f
Othie r 5 2. -5 W 0 5 3116'4 o. c. a steneir spacing
S 3116' o - c. fasttne r is p ac it ng, I ins tali per ma nufactu rets
detalls. Not for use In HVHZ ZoneS,
24ga Gu If" Snap
Lim of Use
Appro ftr uwe in HVHZ: Ye!5
Approved ftF use oluts I de HV H :Yep
Impact " sftnt: WA
CHnign llbrurn: +IVA/1.431.op
s
Other. -67.. 3 psf 0 2V *,i cAp spaci n g 131 p!5f Cca 6 0 o - c.
cil �P spWit-a HVHZ pg. sWIl per nuftctureirs details. For us in
m 21149a Ve r sa Lo( -,I
Urniltis of' U "
Apprcvwod for iMse In HVHZ: YeS
Approved foir u" outside HVIIHIZIP1 Y41 -S
tn4paR*,s[*UnV. N/A
NW-ga Pre"ure: +NIAJ-138.SPSF
-138.5 �r�f (4 6m o.c,
-all 10 * 71 0 24m o -c. cilip spacing.
OQ spacing. Ins111, per manufacturers deti&. For use in HVH2
I I K r,, 4 1111
V versaLoc.032m Aluminum
U"
rowed fog use In MVHZ+. Yes
UA-"7ppr*ved for use outside HV'HZ: Yes
Imp&Ct RAwlisU- ME: N/A
gig n ur*g. +1411A/_101.01PSF'
P r 6.3. 3 pq; if 0 24* a. c. C -i I, p s ng. -1 1 r
Min 0.032' 5
Plywood
ooP.geI 1/ .2o0
------ Aw mi
V Crimp Aluminum Roof Pane I over 15/32 M
Inquilatlem. In cUons
sign.
Verlfitd By,- iiin, Kuhn,, P.E. 7S519
Created by Inde Pe nde nit third Pa Yes
Evaluation Rr
Cted by T mde perden t Third" Parity - Yes
Mii.,-1 0.032' Allurni,inum gulf L-ok 16m Wide Roof Pane] aver 15/32*
Plywood
installation Instructions
Verined By-, Dim Kuhn, P.F-- 75519
Created by, I nde pe inident", Third r Yes
Eva lu atlon Repo,
or
Created by I n ftpend eEnt TI I rd Pa rty Yes
104 Gull Snap 24 CA, 170 wi& RoO Panel over 15/32mywow
ON -
F v
Xnstallation In uctkww
A"
-t L I JL65.1 j R3
Verified lft,*. Irl Kuhn, P.E. 755129
Cr eii tL ec-i b y I n depennt Third Par�yrY
Evaluation Repori
F .16 �1, L_ 1" j 6E FU 1,65 1 3 _U_ 1 21
Y�NQQd_ huLiz sig vd!
Created bv Indeoendent'Third Pa : Yes
l" Vevs-cj Loti 2�4yd '16.5" Wide R, Our Parie, I over 15/3 -1 Pf y-wiwooid
Installation Instructions
FL1165,L EU 11 FL11�51_ -q FJ Mc� ta-L Koof Panel Deta
_ 9
Verified By +. Dan Ku hin P. -E. 7 5 5'19
ryes
C reated bye India pe nde nt ThIrid Pa r*L . "'Y
IE v a I ui ation R
*PON
F L 1. 16 A L 1 4 R3 24V -e rsa Lot SR Ifi. 5 1 L.,
3 2 P 1.y-jjgj2d ffil d. L'LIW 0 e�L
Created by [Wendenit Third i"is Yes
.......... ..
i'VerULOC min .032" A1u m I n um over 151 32' Plow
Instal 11a U 0 n I nwitwuctionS
�R 3 11 FU 6 S " _A3 Metal Roof Pa nit 1. Dii
Verified By- Dan 111(Uhn. IP.1E,,, 75S19
Cr ted b y I n (4*p@r) d cot T11i ir(I Pa rty ye!!j
Eva I uaWn R-epariiiiits
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oMl�'r�Ynt +WAI.16i_OPiF � Cru"dI bv I�sd�pendw+t
,. i 4,.�:.a�. s PO � s yip• o.c. � .e.ar+o. • i�r . �s yr �.0.� -a
- • - '+e�*c+rr/. 1161 Lo p0 40 s ]rw J.i�LI�� � �`uies► is ez�[ar�,
trutaii per +r�ru�s In Hym �rr�. • ,
_ OrM1�0 Ott Sr+aMM�dM�t 'Mrd IMtry : '/M
Z365k.1� �d rI lnk �,H,ri :c� .;a. vulf Luk iD' Wafe Root Pm owl orsr iti,'.1„ ,.
llmft of Oft
Approved for use In HYfSZI la
Approved for use oub+do NYH2t Yr{
'� ResYEt�nt: S i
DM�9M Ir�surr ti •y o3.SPSF
�
0"4Har: •b7.3� �i � � to' o.c. AMMhM ip+chq.-t2t.75 pd
o' fs!!/rwt !//fes. •�61 Pd � 5 V1,60 �fh�r
1pK,r�y, Instair per II�I�el1MMa dirt. Not fbr use In WHZ
' Zonis.
1 1651 i' :F Gd Guin'BR
Li1Md M YM .
A//K+vN NV MZ : No
alppnw/ ftw w" wASIM HwKxc , ••
lm�d
momimom IVA
a..ad sir z�a.vne.�x nwe'.•h; r s
11rAwd or dry fthk *.E. 71M1,9
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LIMOS or u..
F AW+4wfo4p N Irl YesI
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fee YM oubl" "Vo4z I Yet
ipp+d M61110" N/A
FU -16-51-t-16 —Fn-)
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DW Kufft.
7 5!11 19
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U"4p ��'� rIVOV-151.7PSF Cme" by i��^1 R+1M 1�Mty: Y�Ii
OWr� • 100.! 00 0 2s' o.c. fa,stv ne r xpscIrp. L. Y 5 srt � NMI Rspae�
t1' Marr Mp�drq, I ns[aR W manur�cturer's A�uws, t nr u,e I LiL1�pZ1JLb�
In WHZ Zm nu 11tf1.�
III�MMMnt hip d perw: Yds
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Performance Standards:-
� �t L11
a
ti.i.t Standard EquiraloncR:
Qu.tiiity A%Ks;tllranre Fntiry:
M I n I m u m 5-1o'llp7
lk,ltal Ila t lio nlk
I hic pnik it, I ti*�,, flu_,i I -,k "r I INll CONlvid to, L oil,r10ki"! ice wl t'h tNre st(luth If.ld 1110 Itlot If
rI viel I irkl 1, it 4%, f t Ir10 1 k.)rt�j.y H u 11 ♦1ttit ]l � (Xi.,P 0 1.7. a� I el- I te% Rte H k 114 11 -k I: �
The piW� 'I ��+��'���f�� �"�►l"""irr ��{1 �1����t��a��x1.Ml���� �t4�11'I��I1#�1'�� �y �1�����
It Lit lP1���ftkit At t I
• �YMVM%
UL 1FM7-,12 tIi)] i1I ir,:'I kv Roof Covrr�nq
1 Ul 5SO4ia 114S917-14lid Upld4 lr.l
N
1.
2-ro
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Fvtie Enaintvitw�,( _".
It 1i L
Report No. ,ti 1 1 l-(�7 t 1 I �►ri
L el t I I I ( .1 t k (111, Ivedelvilii1Pncle
By Dan KUhn, P E. (flr 155 1 9,) 01, K(,r►I, I I vq 11, 1 tv 111,119
if BC Organudtw# ANf IIS 1Ur43]
LLC
m5S(i-(1d tvst, standardiTble UL I �80: n, ndafd iN t a, t IINjlent to the UL
111111trti . hidtU1! UL 181lloII tes- t
T he UL 1897 8 %IIIll III I 1 1% Oquivilent
a,
star-luard-III.
The mantAx-turvir has &nel pmduri%, in
L
n-9
()u
11)(11J.0rdancel wththv Flolfirdii, Buildi CcKfi d1ld Ru iv o k
I
F1 Tki 1-11.1 f A U F ITIO Un"&'% I J Ck U J I N
u� �� ��� a��ra� ���ai�� b+�' an a
DMvt%l�1����.�Y
U(JAPH.0
Minimum
Slope ch711 C01-tpiy with Flomsia Ct�{k
I intlud�ny
�1�
�i'c fiorl 15d7.4,Z d�t[Oe[1kin(C vith hi.1n+ifkicturri% vOLtimc i i oda tions For
I j pves Ices t 3:11, ln� t IMAt tX% L IWO 9,1L, 11ode 1311%
IIuldllMdjjUj,&jU�jpe( leOilIti vi It.1414 Jrt.�+h
L
Flon'di building Cude 21017 5(kI1, 1 1
b risYnven Shall tomplyrnnth
kt���,f
oar Ij J$J$ 111 Cato
is, f1Dt pall r[I1l5 qxceptxioLI of
r -t.�sslficaNan:(II r In
rk Ol.tvIlf h "I I 111, 11, 1
. r Ctool
-
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d!'! OU Rhr -I k {+lG1i
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%11
16 ell Willi thtlPA
I hic pnik it, I ti*�,, flu_,i I -,k "r I INll CONlvid to, L oil,r10ki"! ice wl t'h tNre st(luth If.ld 1110 Itlot If
rI viel I irkl 1, it 4%, f t Ir10 1 k.)rt�j.y H u 11 ♦1ttit ]l � (Xi.,P 0 1.7. a� I el- I te% Rte H k 114 11 -k I: �
The piW� 'I ��+��'���f�� �"�►l"""irr ��{1 �1����t��a��x1.Ml���� �t4�11'I��I1#�1'�� �y �1�����
It Lit lP1���ftkit At t I
• �YMVM%
UL 1FM7-,12 tIi)] i1I ir,:'I kv Roof Covrr�nq
1 Ul 5SO4ia 114S917-14lid Upld4 lr.l
N
1.
2-ro
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Fvtie Enaintvitw�,( _".
It 1i L
Report No. ,ti 1 1 l-(�7 t 1 I �►ri
L el t I I I ( .1 t k (111, Ivedelvilii1Pncle
By Dan KUhn, P E. (flr 155 1 9,) 01, K(,r►I, I I vq 11, 1 tv 111,119
if BC Organudtw# ANf IIS 1Ur43]
LLC
m5S(i-(1d tvst, standardiTble UL I �80: n, ndafd iN t a, t IINjlent to the UL
111111trti . hidtU1! UL 181lloII tes- t
T he UL 1897 8 %IIIll III I 1 1% Oquivilent
a,
star-luard-III.
The mantAx-turvir has &nel pmduri%, in
L
n-9
()u
11)(11J.0rdancel wththv Flolfirdii, Buildi CcKfi d1ld Ru iv o k
I
F1 Tki 1-11.1 f A U F ITIO Un"&'% I J Ck U J I N
u� �� ��� a��ra� ���ai�� b+�' an a
DMvt%l�1����.�Y
U(JAPH.0
Minimum
Slope ch711 C01-tpiy with Flomsia Ct�{k
I intlud�ny
�1�
�i'c fiorl 15d7.4,Z d�t[Oe[1kin(C vith hi.1n+ifkicturri% vOLtimc i i oda tions For
I j pves Ices t 3:11, ln� t IMAt tX% L IWO 9,1L, 11ode 1311%
IIuldllMdjjUj,&jU�jpe( leOilIti vi It.1414 Jrt.�+h
L
Flon'di building Cude 21017 5(kI1, 1 1
b risYnven Shall tomplyrnnth
kt���,f
oar Ij J$J$ 111 Cato
is, f1Dt pall r[I1l5 qxceptxioLI of
r -t.�sslficaNan:(II r In
rk Ol.tvIlf h "I I 111, 11, 1
. r Ctool
-
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d!'! OU Rhr -I k {+lG1i
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�WPPIY 16 MA NUFACTUAVMIG.
L
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FLM 11651 13 R3 9 OCTOBER 5, 2,017
U AOL 1411
ararneters lpattern mustlu d�. the load table-,
I I I TI I I t I [I IU M mLII It those 1far the ano icable wind 7one For all roofs outside
wind Iloat] uiv determined
1 p.avameters- I sted on the�_ 1oad table, design
for each project in accordancp wi t I i I HC 2 Section 1609 u i A'�{ F 7-10
i,r�ing allowable stress n. Thr rrit ix i ,num fastener spacing listed herein shall
ion rQpaf t is not appGtable in High Ve1ocity
nil be exceededL Th -lis e,,,,aIuafi
Huim.aitiE Zc�i,v. Refer to current NflA ar
4��� �odt it- I ►in H ig l i Velocity Hurricane 7
4LUAT1(]N�AEPC}F
HVHZ evaluation report for use -of then
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MAMUFA[TIJRIHG
ENGINEER LOAD TABLE: 26":�.' " ' Root Panel over 1Plywood
Bu+!dings hav,ric, a Roof t,, can Height 20'-0"; Rn S Z"111" i 2 ale or Hip Roof; Wind Speeds 1Z0-
180mptt,
Expc�uiiv C, Risk Categary 11 Cnclosed Buildirjc.j,tjaseriildin,�q bode on Florida'da 8,u 2017.
120 130 1 140 150 160 170 180
INIiND FASTENER SU95TRATE
RAI N. 1j, 4 "" �M�H E, -EM. ON, CENTER ON CENTERSPEED ,,r,�tiaUOn}. IS02 ON ON CENThR 0`11111CENTiR CENTER
SPACING SPACING SPACING SPACING SPACING SPACING -SPACING
TYPE I 16' TYPE 1
'PE 1 ��IG" TYPE 1 '1 6'W 1 1b" TYRE 1 116
9-1571Wywood 6 TYPE" 16ZONE2 #9-150.5m plvW00d 16H TYPE 1 16 TYPE 1 16 1 YPE 1 16p PE 1 16" TYPE 1 16 TYPE 1 16'r TYPE 1
R
iG'y '16w TYPE 1TYPE16" TYP 16-al7NW 2
ZONE 3 4 1:)x PfyvYood TTY 1 16" 1 TYPE 1
Lj PANkL DE5CNIPTION: '.'.' LRIr.:,;MSN. f)I<ADE 80j,, 24 C0Vr,RA6E
dfi GA
2,.) PANEL FASTENER:5"HWHWITVISEALING WASHER W/MSN. Y&"Pint rRAIII,'j',J
3.) MAXIMUM ALLOWABLE PANEL UPLIFT'PRE55URE: -94 25 PSfO 16"' Q.C.FASTENER SPACINGI TYPE I �IFA51 E.NER PATTERN, •13 1. U
-
-
N5t 0 16" 0 C FASTENER SPACING TYPE 2, FASTENER, PATTERN BASEp 0Nf.7; T?`],� UL 1,80VUL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. 1 %2 THICK PLYWOOD MUST BE DE5IGNLU IN AWITH FLORIDA BUILDING C00E 2
S.} ROOF SLOPE,,, ON ROgF SLOPES LESS Tf { AN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LQAD TABLE BASED ON WIND PRE55UHE5 CALCULATE6 PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2
KrR"r r
1CM 2 9ROL&IW % Ix- Note -1 Di�ner�sic�n (a) Isdefi n ed as 0°: of the m ii n I mum Y, rdth of tk llti na or
IlIfs 40% of themean height of tl�e Iroo- f, wKichever is smaller, hov�errer* (a) cannot be
-40 less than either 411.10 of the mi n nimum width of the building of 3 feet.
rfAlyl
ZONE I GABLE.ROOF a 1.
.. Lf71� 3 �
IM� 1 1651 13 R3 a [i{: rrgCR 5. 2017
F
TYPE 1 FASTENER PATTERN
\i (1) #9-15 x 1-1I2" HWH wlSealing Washer
-12" 12" - -
TYPE 2 FASTENER PATTERN
-[1J #9-15 x 1-112" NWH wlSealingWasher
1112 ga 11 021 9 111 4f 2`1
5 V5
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A
T)(.
,,PE 1 FASTENIER PfnTTE,RN
S UPPLY
JW AN U FACT V Ot i po (m
l
(1) #9-15 1-112" HjeaiinWasher
4e 40L-
12 12
At I P La -g,
r anel
E-
ypFA TENER P, 'i"17ERN-
2 SA
�� � #9-15 x1-112" HWH w/Sealing
Washer
C
Jill iso -3
11651 8 p 2 017
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