HomeMy WebLinkAboutGulf Coast 5V (1)L"�n
� r�oR Proval
USE 11111 PU UPW
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Comments
Archived
Orwua Manufactures
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SUM & Fa= � Pubbmaakra Uffouict ;.s 111Cs S" FIB L
FLI I 6S I-R3
Revision
2017
Approved
G Ulf COW SupqAy & Manu NcW rOng , LLC
4020 5L. W. 449th Street
Horseshoe SewJ�, FL 32648
(352) 498-0770
InfooguftwStsupply.com
Eng DavW
inroftulk"stsupply-COM
David En¢
14429 SW 2nd Pf
Ste G30
Newbtrry, FL 32669
(352) 49,9-077$
1nFoOgu1IupY_corn
DaY rd 'Erg
14429 SW 2nd PI
a ate G30
Newberry, FL 32669
(352) 498-0776
da vW, e ng Q gulfwasts u pPti. com
r�6a1:luas+rx�
Evaluation Repot a Flanda Reg [ md Archited ar a Lkansed R-1-W-Wa
ProfessionaI iEng in�
;Evatustion R-eport - Haropy Recewved
Florida Eng I r or Architect Nary vqho developed tN Dariml S. Kuhn
EY aIuattOn Rep4rt
Forida license
Quality Assurance Entity
QQality Assuronce Contract Expiration Date
VaIwdated By
Cerbificate of Independence
Referenced Standard and Year (of Standard]
PE-75519
IieYstone Ce rtifica t iIIions, Inc.
D411212024
Locke Bowden P,E1I
,0 ValWabion Checkttst • Hardcwy Refrived
FM M071
TAS tOp
TAS pia
TAS 125
UL I BY I
A S11O
YAK
1"2
1995
ZM
2W3
2012
2OD6
00%
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Eq u Iva lance of Product Standards
Certlfled By
St! cL io no (mm t lie Code
RrOduCt Approval Metho-d
Date SubmItted
Date Val Idated
Date P+endlng FBA App ra val
Date Approvied
Summ#rV of Products
Go to Pag e
FL *
Hod44r Number or PlioAme
0.032'' A9umMnufn 5V Crimp
Method I Option v
1011012017
to/12J2017
10/L7/2U17
IZ/72/i017
LiT11its of Use
Approved Nr us* In H1fH?.: No
Approved for u eo outside HVH.Z., Yes
Impact Resl stant� N/A
'Elimell g n P ressm rem. + NU Aj - 100. 5 PSF
Other* = 108m.5 psf 0 12' q.c. Install per manufaCkurers det-31%.
Not for Use Mn HVHZ Zones,,
0.032' Alurninurn gulf Lek
Umlits of Uoe
Approved f o r use in FL1f HZ: No
Approwed for use ouftlde liVHZ: Yes
Impact Resistant: WA
Vesfjpn Prtssure: +N/N-116-.0PSF
O#Frei: -52_5 psF @ 5 3116'* a.c, fastener spacing.-116,0 psf
40 5 3/16` o.�. rtasten-er spac Lng. I nstaIG per manufacturers
details. Not flor qjse in HVKZ ZO(IE!SL
10 24ga. Guir Snap
Llrn Its of II�M
Approved for uipr In IiYI4Z; Yes
Approved for use outs-ide HVHZ: Yes
tmpact Res I stinLa WA
CWWNP Ffts S U re +E + NIN 13 1. OPS
Other. -67J p5f iV 2' O.� cIIp spa0ng. -131 psf Ca� 60 0,c+
clip spacing. Install per manufacturers defialls. F-or use in HVHZ
2 0 rMixs.
1165 1.4
2 4ga. 11ersdLOC
Limits of Use
Approved for use In HVNZ; YeS
Approved for use ou#slde liVMZ: Yes
Impact Resistant: MIA
CHWgn Pfes;z-ura: +N/Aj-&138.5P5F
Other: -71 psf 0 240 o.C. clip spar-ing. -138.5 psi 0 6' cx.c.
dii p !spadmg. tnsta11 per rna nufactu rers deta ils, For u,e in H VHZ
Zones.
1f651.5
IN Ver"LOC .03' Aluminum
Limitz of Uft
Approved r use In KVl'1'Z: 1feS
Approv to r use o u ts'! do 14VH Z 15, Yes
Impact ReslytaniLo WA
D@sign Premurw.m +N/Al-101+OPSF
Ot hen -63.3 pq;f @ 24 * a. c. cl 1p spad ng 10 1 - 0 ps( 0 6E o x+
0 Page 1 1 2 0 40
vescriptlon
Min 0.,032' S V Crimp Aluminum Roof Panel over 15/32'
Plywood
Instal lotion Instruct Iana
nr.d,
Verified 13y: Dan Kuhn, P.1E. 75519
Cfeated by It1dep!I'Idei4t Th I rd Pbrty: Yes
Evalu&Wn Reports
i � *� � � kTi'p Me go ;�V4k,r&L ..
Creaked by tndeoendent Third Party; Yes
MJn 0.a32' Alurnlntim Gulf Lok 16' Wide Roof Pane over 15132*
Piywoad
InFta11atlon I noRruCtle-3ns -- - �
Verified By: pin Kuhn. P-E. 75519 �
� Created by Independent TFwlyd Party: Yes
fta ju at I on Ftepo rts
FL1.1651 R3 AE F1 11AS1 2 R3 .032GuIFLok 16 15-
`0"'?[yA aa4 No n HVH Z -S igned n I
Created bar lnde pendent lhltd Party' Yes
1' Gulf Sna p 24 Go. 17' wlde Roof Pane over 15/ 3 2,' P'IywOod
inllatlan instructions
119 2d[
Ve rified gy,., Dan Ku hn d P - E -, 7 5 5 19
Cr eated by Indepe-ndent Th Ird Pa Yes
-Ev a I u a t1a n Repo rts
0 IVA V
Ic 04 9 -01�4n I. ="f
Created by Independent Third Party: yj=
1` VerSiL.oC 249a 16.5' Wide RoOf Pane! Otrer 15f32' Plywd
Hatlon Instructions
ItIQ
Verified BV+r Dan Kuhn, P.E., 755 19
C Fla ted by fly! e Pe r1de 13t Th M�rd Party: y e5
Eva tuat 1 o n Repo rts
32PIN lkfz-51on
C reated by I n de pe nde nt Th lyd Pa" : yeS
F11 0 l�fersbLoc rnln .03 2 Alumlnurn over 15l32' Ptywood
I..— - - - r
Inaftl la tIa n Inevuctil ons
519
Verified B-y: Qafl KUr1no, P,E, 755 19
Created by Independent Third Party: Yes
Evaluation Reports
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i I rnpact IteMsts nU WA
D*s kgo Preswu r*; +NVOW-a L VSF
ot hen %i s Po * tr wc %www w 0
6 0 Q. C�tr 1 ram' P"
� 1% WOKZ Zw*&
kjwts ot U a*
#*Pq won I'm
Appm�d ftr moo out* We HVHZ %* I itns
I im pa ct lkwilwUnt: Nv A
Ckwiton PressaM 6 $VA?- 13 1. PV
2166 Q.-C. ftweftv' Pdftm tmr"
A► V�! fn P
r M6r____=bMr_
II&SIL14
1.6 Ga. sV CnMV
UM Pts of U so
.,pap roved 1i s* In H1[ H2:
Approved %r um outside KVHZ k�
Impact Resfttant: k A
Oesig ri Pro"urw + tVPV- I SC SPSF
0 1 a, o.c rastanw SPOCV411 -1 w S pw 0
6" O,C. spa&w;, InsC511 per MaMbdumrs deteft Fw
%m in MVHZ ZoraL
T %
t
Croated by I rit TtM rd T a
f 10900MUGA Inet rucuu►u
fli1.L5I S1_il. FL I I Lu 11 R1 Metal I
�1Ygld.RQt
HMNIed 6y' Don Kulx4 t.E. 73519
C+latld by InftL+lndCn[ Thkd Ar(y; Yes
QV'M % 1 A r
j ClNf+lld by 1^d�f+id�+K Ttswd pMly: Y'�t
a Cw W Cnmv R-Cof Parml ov.w I
Installation I n sl ru CV orto
I.
xa woua wtMnt avp
FLI 1,65 1 Il..i ll ti:S21.. 14 fZi 14eU1 VLA1110
i19�a.mi
YsrM1W By: Don Rulr� PX 73519
Cr"ted by I psopywo Thud ftrty.
Iva,lo stW n Repeft
BI F111631 BJ
o :�� iS
Crea twd by Independent rni,d terry: Yft
77
NONE-
3 t651. JS
--- It QL GUNLok . r+t� �6 Ga. Guh Gak ib' wxsa Roof Pri+�l eMr 1SIu`'hwavdMZ-, M - __M'_ -.r — -BPM
Limft of Use Installation InstirwWoms
04MM d for M in MYHZ: Yes
Aopmv*d for uto outvi 14VMI I es
Im"Ct Reloislamt NVA
04*19 n Pro sa urs: + WjVqb 161.60PSF
Otho r: - 0, 5 00 10 S V 16a a - c. twtem( sw mg., M 121-715 od
0 5 MIGO spadng.. &161-0 0 5 jj 1611 o. -c lastwwr !spodw
Insts1l nunu4cN d4tails. Fo+r we in HVHZ Zormrs-
venMe.] llr: Dan Kuhs% RE. T$S 19
Cmiimsd +rfo Third Pww h Yes
tvalu a tion R*powts
fIJ i fiS i U AL.LL"16511 15 BA-26 t
131 -
mm- - s2w.- HYRZ-1m
CroiNted Dy Indepandont T1h1rd Yft
Ft 1bSl.lb X Gr. GuH Lok M In 26 Ga. COO Lok Ir Wift Roof PakNl orfr 1V3 2' Pir+raixi
No
��I Writs of U 00 Instaftfloo Instrucdons
Approved for use in HVM�� rikti
Approved for usa ovto�do HVtiZ-,b Ywo
Irnpact iteglstant: ICI,, A
Des 19 n Preamrs: + NVJV - 63d. S-PSF
Ot hen -63- 5 pd 0 5 1116-4 o. r... ftslerw swi rig., -0 12 1 %75 pd
0 5 1116u I&Uw NO a 16 1 pd 0 5 3W 16' fast-ener
sD, Install per menuracturers dotal& Not I`w use IA WMZ
Zones-
f26 Ga Gu WPOR
Moir -
Limits Of L104
Approv-ed for use Iry HVHZ: No
ApprovI' for u*4 aufside 14V%Z: Td3
ZfT1paCt Resilasnt; 1�1
Design Prmw iJ ems? # IVY' " i JPSF
athon M59.25 psi 0 24ffi 0-& ftste pw"mp 154-15 0
C f.7s[rfie t �M# m . Irystall per rfwfuftC'wl'! F detalh- NOt
%r use kn KVKZ
11651.10
ii Go GuF1�R
JmIts of Use �
A pproved fo r u*o in MVH Z;
Apprio wod for moo out&WA H W N 7.1 YIN
Impact Replata NJA
0-s-slan Pr�v rot i NVOV* 1 $1 . IPSF -%151.75 pit ip
0 t IN or% - I DO. 5 pd 0 24w o. it faste me r *Wing.
� d.. famitenrf spao. I nsta?l pe. r m @ nufacW raiN ft aft, For u*
n HVMZ lormm
.r f ,i- RoLAO,
IMM
Vitf ifWd tWn Kuhn, PaR a 7 5$ 19
CratedCmated by IndepetWtnt Third %ft: Yn
lValwation ru
or 'Fir
4% kqpkdkL�w �w
q
IL
I %i
Min 26 Ga, ash rya Boor p.Mi ov.r iuu' WYwood
bMftikedkw DWr uc t I on x _ - 11%1 Al 11 FL11b'%j .' RlliGLli llur2[ !'anCL09
St4llrsi.�i
VertEl�d OwDan Kuhn, P,l. 75519
CM ted by I rediePeC4W t Th" ftrtV Yw
1110"tion ka"rilt
Owl iw LLIkIF.TM A IT41 w1k 19 446
+L TH{
Mtn 16 CN. i:ultPOR Root psnal oMr 1x4 WLi,ij PUrillti prW
1SJ]2' �Ywo�A
I no tal WOO M In ft-rucuo"
-lulls, L al
ipOR�1.�4I
VerMW by: Dan I[wRn, P.E. 75514
Crwatc�j by I ndeparoftnt Thud Porty-P YeW
h�lr�tbn R�parh
LU1551 FU &ULJJLk41_ M R1.3Tit _ice
12ply =112-hraKipwa
tad by I rpe Men 1hi P d fti ty - Vm
Mi 9� -
11651,19 _ � �76 Ga,- Iff- _Guirti�k�w Phn 3
I kow- - �_ I
MEMER" sues
6 GOMM F t VM* ` - - i
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SUPPLY & MANuFAcrURIX(i
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
25 Ga. 5V Crimp Roof Pane! over 15132-f" Plywood
Flor'lda Product Approval #11651-13 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1}(d)
NON HVHZ
PProductManufacturer,I
Gulf Coast Supply & Manufacturoing, LLC.
129 SW 2nd Place, Suite G30
Newberry, FL 32669
EngineerEvaluator,0
Dan Kuhn,, P.E. #75519
Florida Evaluation ANE IDIL 1 C)743
Va I'l d a tore,
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contentsm
Evaluation Report Pages 1 - 5
FLN 11651.13 R3 • OCTOBER S. 2017
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6UvPkv • AI1A11UrAi f UNIN 0
Lode COMPROn"M% fie PlOtILKI dv.%P I Awd hoovill hJ6 kltiyix}r►S[fated k omtoli.0►( V w1 0_tq�
rlo. , 4, 8 ui1di i►y Ckxle I1717. y%�L t sons 1Stk1 31.26
F v aluation Report Sco pv.- I he prodi ict eva I uatton is I i i i i t t ed W clui i i 1)l w rKv wl t h t tic �lsUAL iuroll wit I kl
+rki , ,•ie`ivoIin ol t he Florida BuildInq t thie 3017., vt ►t•l.l[%'t to R-tkl II I U jq I
Plerfprmjrtite St,►��d�ir+ds� T�1L pioduCt d*scllLit'lI I14'li'1�l Ml�y ain�u�ti�ira�,•d kuisjjjlj,iju r wIllI
• ti �RQ Ots li•tit IDt il{flift Rmv%l�irr(le of R t v I ASW-i I i bi it"s
• L It 199 7w 12 - UP11 f t 'lVs, t 101 KL 10 1 CuvV I I►tq N YN t ("M�
Ref erence Dita 16 1, UL S 4SUM9 4 1 ib�i•9d U pl? I Tsai
furor E nginoxt ing fii jesitn9j, wt. if OC ()r 9,irvauopi N I 3 TsS,128)
9rGkart No. 117 - 00 T-0 5 117.143 1 To 08
I C#F i i rtcm P t,r tnt %t,ht % i,rlf%nct
Hy Dan Kuhn, P E. tf LO 75519) 0 Kuhn I nt�iri4w i ij 1y. U-C
VOC Organu'kilwi i I AN[ ID. 1074 3)
fist Standard Eqt6valt%nct%1, 1. The UL SROA4 io;&t st tnd,url is equPvalen t io t he UL 58C� 06 teqA t .110%." 0
2. The UL 1897m98 tc�t %landard is "urvalet i I to [tie UL 1897.12 tc�t
standard.
Qu.vhiy A%tiijtavice Fnt-ity- The m,inufa� turer hac eoQaLO6,hpd cnrnPl,.}nk t• kii ikxyl panel Pfrxltjt N In
akCarddiue with the I [or ida BuiIdina Code .end Rule 6IG2flw3.005(3) for
i„�nuf,it turin[� irtltkr � quahtya%surance�vk �iimiudit[�ci try t�r1 ipprnvld qtE.iiity
.+ssttianko ctttiry.
Minimum 'Slope Range: Minimum 51W shill Comply with Florida Buildvig Code 2017, inkiudi+iq
Sect ion 1507,.4,2 and i n ac ( o r Lia i i c Ll. w+th N1,P n k i Iat. t ki rers rrtQmmrncirGnrn F o r
slopes less than 3-:12, dap SC)ldnt mint L*. usW in the Panel sidt lam.
Installation: Instal I per Manuloicturert rKommendM details
U n d v rLaymen t; Shall cornp Swi[h Florida Buddir►q CWo 20f 7 sm I ion 1507. 1. 1.
Real Panel Fire Classification: I J f V k fON%Ifit AtiOn 1� 110i pjrt cal th iN j:ccWtance.
Shear D la ph raym:
FLN 11651 1 111i 0 Oc TOBUR S. 2017
5hear Diaphraym valucK ire ou;s�c}e �h! SCtfik! of th4 rfl)olt
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Design Procedure:
FLO 11651.13 R3 • OCTOBER 5, 2017
:1 Mh C411 11.
I
L3LJ11
4L1pptY i
M AN U FACTU It s)4(i
For roofs within the parameters listed on the load table, fastening pattern must
at a minimumm I those 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 FBC 2017 Section 1609 or ASC E 7-1 Q
using allowabie Stress design. The maximum fastener spacinq listed herem shall
not be exceeded. This evaluation report is not appilLaDle in Nigh Velacity
I hurricane Zane. Refer to current NOA or HVHi evalua t ion report for use of this
product In High Velocity Hwhcane Zone
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SUPPLY i MANUFACTURING
ENGINEER LEAD TABLE' 26 Ga. 5VCrimp Roof Panel over 15132" Plywood
Builr�mgs h�v�nc� a Roof Mean Height = 20'-0"; Roof Slopes 2"'112dr -lr/12"" (;able or Nip Roof; Wind Speeds 120-M
180(nph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017.
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE I - I -
SPE ED [MiM, 114• (M-1N. 15f32'} ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
m SPACING SPAUHG SPACING SPACING SPACING SPACING SPACING
ZONE 1 ss9-15x15.so Plywood 16'm TYPE 1 16" TYPE i 16' TYPE 1 16JA TYPE 1 T1;; PE 1 16m TYPE 1 76" TYPE 1
IQNE 2 49-15x1,,5m Plywood 16w TYPE 1 160F TYPE 1 iG" TYPE 1 16m TVWf t 16mr TYPE 1 16" TYKE I 16" TYPE 1
ZONE 3 #9- 1 5x,l . 5" Plywood 16" TYPE 1 16m TYPE 1 1-6w TYPE 1 16" 1rYPE t 15" TYPE I IV TYPE 2 16" TYPE 2
..........
I j PANEL DESCRI 10Nl Sv CRIMP, MIN 26 GA.., GRADL 80,, 24PCOVERAGE..
2..) PANEL FASTENER: 49-1 5XI 5" HWH WITH SEALING WASHER WI MIN.. YV PENETRATION.
3.) MAXIMUM ALLOWAB LE PANES UPLI FT PRESSURE%1b —94 ,25 P5F* 16" 0 C FASTENER SPACING TYPE I FASTENER PATTERN, -131 A
PSF 016" O.0 FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125. UL 580/UL 1897 TASTING.
4.) PLYWOOD DECKING: MIN, 1 4' THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 201T.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3-12, LAP SEALANT MUST BE USER IN PANELSIDE LAPS
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PIER ASC E 7-10 (KD = 0.85) M LJLTIPLIED BY 0.,6 PER FLORIDA BUILDING
CODE 20117
KV Rm a
� f.A- Ve_- a
ZONE 2 GABLE ROOF -•��
C
FLU 116 51-13, R3 ■ OC TOBER 5, 2017
r
Note: Di mension (a) is defined as 10% of -ti`re mi nirnurn width of the bui I ding or
40% of the mean heighi of the roof. whichever is smalles} however, (a) cannot be
tess than either 4 �f ��e minimum width of the building or 3 fit.
---� UP-E 1 FASTENER PATTERN
(1) #9-15 x I -al /2" HWH w/Sealing Washer
Al Do
At Panel Lap
TYPE 2 FASTENER PATTERN
(1) #9--1-15 x 1-112" HWH. w/Seal i ng Washer
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ist
& MANUFACTURING
TYPE 1 FASTENER PATTERN
v I
(1) #9-1 5 x 1-1 /2I HWH wlSealing Washer
At Panel Lap
TYPE 2 FASTENER PATTERN
(1} #9mw 15 x 1-lj2" HWH w/Sealin 9 Washer
Fir 1165113 PL3 • OCTOBER 5, 2017
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