HomeMy WebLinkAboutAPPROVED 2020 26ga 5V Extreme Metals PA and Specs7CI} Vj In -UW b4j� prat IVgatrrrl SWd-iiiiii Sblh +:s :'k 1, M; 1: •L e+l. F
Product -A pp-; I bpr
�a w.rsr Lmr
R4+� 1%04 r �P4RSY irly 71d4� } UK
&E,'k & "M eiib
Ri^.i•r AArLn
Qo;;e tilers%
2wa
FLO
174zz.1
A PpYAuno Ty pc
ALL
Pr� Mrc#uiurw
ALL
0-gory
AM
Subougary
ALL
Apl"hai JlNlua
ALL
{amp l'an[! 14F."
P-u
Ousli[y ,,. ui37ft Erlry
ALL
Q i rily AmuiilfE Filmy Ufm r:aa Expped
AU
fmdrl CS Mad 1i- k r qr iw mN
ALL
ri Oduu Dtvuipiy n
ALL
A"p jr-0 6r wr in HVHZZ
ALL
ALP rh7+l`0 :i.W V" m4s ds lw4C
ALL
Unp:3a Reps:i:brk
ALL
C+ b, W : r&Rwre
ALL
M lY
ALL
4 piweh "uPM + Ap@LaplfialtidF
&A
• e N*n~.ur—
wrAd SW per !P-bus
ELIM7.
Qx-"ry EKue nt Wlal F40rr,J:0-. I J L:
Ji fA id R wxi ,,W. k�Pr' v-I .
FLg! FL17022. L
P=
CIl7l�lY
Mudd=
3N7J X7
; Z& kmr-tiTla rh' parcel mr•h 24` cowuWi Dn lSf3 - Cml6nj ptrm;dJd u Me
' ScrLpRl4n; ,bbpa l
{mn) lniek morel oink.
' r �;: irmfloq
SrJhaagae�r_ NeUl Pn&N.
rr Vpva�ru I'Ukt AD4+'O+ K hr IihYl val9 br rf+rvad rd nilrcd 6r �! rd �ryF�F Vv (wr,ri.WD—1 f—ory . — ..
.
Lomas • Z69 L 9bir� r Bad TWU&uw-'I, ng-.4r-J 6b
Trrt: +jw oe flora k m AAerrn frpkwr. gWjMl L Ml VL� 9IMF ci R--Gi PIWFX SM k4TM ': ADIMPIIll I#' P:4 Lc r'o-1 ..'X•4J-4 jIrrA, Sr{
LMki Pic LM. T 9 r&J-rA{•L art p V rr: artr 7 ym � me %� lair i, if +dr!`r�o- .sk+ct4 ... �!�[y rps it s pub Yrt mdr r cpd M mk Vr Ld rbr• LL � J lv
rtib an�Ly. LnAl W. w-L+xl Inr ve& t br NWv by mrdnmal rrvi1 rr Kcu hm c arrf qr 1z 5.Oa -- rryll *40 a*7 ' rfr% -Phlr 6c'Smm 4MAY5:1), `k—Oa
bra r�.�r-4 fh%cT f trir8ri ]. '%712, kzma kc-c O vyt+ 0;,N , a4, prr & dip nqw nv xlh a tmd +dd•nt dt%, nk# rrrt. SM feud%prvnd d rmf
4t VA,) frr QKrul rsnn.wzim wdr KIr IiK cw `m= i nimlDvoe rrrcm If m c.r ra woh In xup;dr a pa•,7nd4dKVe2k µ*/ &0r dio- iw
C�Hnarl r4h jA t+n71 }arfz Nhrh rjr. b+ muck symUW c Ro 11, n.flrc iq Ikiv•••+%s + r4v W A i.rfwr ndai G-tpw 4!7s, T-i, PYdc LbLb �"'
Prcducs A"Pcr3l +=uLpt'-
MIJ. �!M F®
MAX
FL170 .01-R9
M I-'i,- 01 p METAL
6ga m 1 n) MAX ove r 15/3 " m 1 n plywood
E trerne Metal Fo bric0tor1
21�30 5W Pomp or I Pa 1 rn C ity EL 349'10
Product [description
5V C ri rn p rtyl+2 -expased Aa %re ner, pcLnel wi t h 24" m a x eovera g-u• a n d Orrki rto
fib height of 3.18'-
Product Material
26go (min) steel
CorroN ion reshgIeLn# per FCC 1507.4.3 where req:u i red
Fustene r
*0 or 410 x 1.5" fastener with s4�olirilg yr ashlar
Gore pi iont wi#rL F SC 1506.6 whera r&qui red_
Su b5trcsfie/ Deck
15132'° (min) plywood or
Z/4" (min) thick wood pl-an k <Mi r, S.G. of 0-42)
Eva l mated by:
Dpv i d E nig, PE
TI m#eriake Covo, LLC
3324 W un Iv Ave. u20$ 1 Obi n,-sui I le FL
FL PE 81377 I FL CA SSM-¢
www_T!rn L'aL -k-C-v ,.�4_�1?! tttiyL111rrj).
MAX
FL170 2.01-R9
L) n de rh;iy me nt= Comply wit h foci I bu i Iding code or FSC 1507.1.1 where Feq Ui rem,
Slope: Comply with loccil bLiil d i r1qp c7od* pr FSC 35p7_4_2 whhere requ i red_
Re- naafi ng-' Th is ponel moy be i nsta I I$d over a single layer of vxi$ting $hirng le$ CZs perm i tted
!:;�y locoE buiEdi rtig code or FBC 1511, provided the existi rig roof meets the con d ition!F req uir&-Cl fly
thO 0ppliGVb1v gcdV-
Mo ximurn Allownb[a Lands & InstaIlation FZoqui rerrlent5�
Method A= #4 x Lj�' fc-7,t4-n;*r in 12".1; " gattfirn o t t6- o_c_= 116 PS
h+Jgtfnad 13: -RIG X 1_5- rum! unu r ; i7 12"-12f 22t-a rr. cl- 1?;'° r� C. - P�F
Matl-L 4 C'= #IQ A-LS'° fc$tg nci r i r 12"-12".pptTe r rk of -13^ G-C.! JQILPSF
MefrAog__Q_LIn0 x 1.S" fci7t4F.n r-r i n 12 1.2" pcptterngt 6"g_t_= 229 PS
A toctor or safety of 2 has beer. cippl ied.
Technical DoCu men -ration.
Th is product has beer? tested to the LJL !40 �-,tpnd4 rd by Arrrh it*ctuYftl Testing glow Intertekc
T*rti nth, TST-1527j, repor-t D058?Z,-Q1-450-18, F3366_01-450-18, o nd A!k referenced in
FL 17022.03-P7
Compliance Statement:
Th is p rocJuct as desgri bird has dcmor5*# rE!tte-d compl with Florida lBuiidi ng Ccda 2GTD,
1504.3.2 (rlon-HVHZ) as regU I re-0 by F L € 1U le 61G20-:5, method ID_
Th Fs product as crvscri Eyed hqs been te!!Tt!d rind deLmmonstroted carnpl is rice with-
.
Ut_580 - Test for Upl i (t Resistance of Roof A!5sernbl 45
- UL 1997 - Uplift test for roof -covering systerns
Design P rOCeSs:
T hdp Epgd to blr_s in This report provides one press rip -rive option for tha fester, i ng req L,Freme r.Lt
for the oppl i c-able wind I4;�Qd-. for rbdf!� wit h ii rS the pe3rameters described. For rgpf� qut!kide OF
the a;sted po rometers, daaig n wind loads. shn I I be dererr i6eel as require-0 by F 5C 1451)9, . SCE #, flr
other design code in fa{a$, uai ng oltpwo#I* 7he!e -e rood tczbles are based on A$CJE 7-1.6_
L)!FL* of f hc--�e re3files assumes that the structure is:
E nclw$*d and confttem!i to wind-borne debris provisiQnS qnd i s a reCJultZr shOped building
• Is not subject to vcross-wend Ica ling, vortex shedding, or instability-, nQr d4Pdg$ it h,*ve CZ
$itt 16CCI# iOn f 3 r Whi rh ehooneri rig or buffetirLq tiwg rro nt consiclerot ion
E nVin4erl ng 4 naiys is rno y be completed by ofher lice nsect engin4Rd� r* for pri!tjeet speeiflc
a pprovoM by 1Gco l avI f}Q ritFo- havitlp
Cert if icut ion of I ride p4 rada n Ce:
6aVid P-np, PF brid Tieelberliake OoYipF LLO do not hauia, nor will acquire a finor+tiol ir,r-&rq$r Ln any cornpanyr
rna nofa1tturLn10 or -diet rib0 irbg prPductz under this evacuation_ Tk■e same eritiflQB Cl1:- nOl have, nor will
0q-,qvi rieF p Fih<�nciol i ntariast .n any other enfiity involved in r}yLb 0ppriDvOl proca:;s a th-a product_
EYelusions and Lirn itotaon5;
Dasitgn of deck orbd rooF Str6refvr6 (t0 iYNCIUdQ ottachM412nt of p13rwood or wo-tiC1 pIOnkj 15ha11 t3.ia carnpletEd by
others_ Fire classificelf i 0 M Cir14 :&h{0or 0ioph ragm dtsig n are outside the 8itogme OF t h.r} QValuotiart_ Accelerated
we of heririgI8-ti7r spImorr d8 ;—ks;da tha scope of this evalavtiori.
Thi8 rELIP•0rT iA EimitgQ to compl:a•nct with struaturol wind lo01d reel w it mgnts of FE3C 1504_3_2. as require-d We
RuEe $IG2p-3- NcsFhQF Tlmbcrlalce Cove nor t:he mor•ufaorurer 8ho1J bit r-aspofis;bla rar on:V conclwtibr%S,
irrlQrpr'atQTions, or designs mflde bar OrherS "reel 00 F1116 ow-oluntion riapart_ This report :t lli-itgQ to
docUmQn-Ting compl iflnce ,brit h Auke #1G20-31 on¢ -okay nc- -ex press ar implied wgrr-U ntW rggZLr-do ng
p.m rformonce of this aroduof. IrListall1*ition �ho11 bQ 5;ubjoct to the Iota I b�uildi nQ c:040 aUthority having
jurisdiction; this reporf shbII 3L101 1�,$ cor%struad to supersad a beat codes in f0rCle.
MAX
F L1702.01- R 9
3 nstruction s:
Se Iect *fis v-ppr4aprivta3 14pad tadI�-, that 4 ppIi4'-, tp thio
st r uCt ure i n quest ion_
C)e*C? rrni.nq the do -sign wi n4 spd?e4 for tt,e project -
Use the attachment rnetho4 inclicoteo for rhat
wi r1Qi11F5eed wliThlt% et3tli rOtf 21:5rye_
NGTE_ ASCE 7-16 and FQC 2020 -ado 7t a 7-aorie concept_
Fqr the load tables ba,9ow, tih42 wb r!E;i terse wo& tcake.m
f4pr gc;i4;t` zQn .. pnd reported u,�i mg the sty mdt rd manes
1-2-3=
2pn-9 1 i nr,l udCt ; •rone-E; 1 aF1d V
Zone 2 i ncl noes zonal 2#. 21r, Qnd 2 n
Zone 3 in —eludes zones 3e onol 3r
Cornb+ning these z-bnef trtcztes Ca CLe-ar, si;rnple
sc herne, at the gxpcnsc 4pf nQrn i� diwsig n -effich�r%cy-
Contoct the mo n ufact carer for further i nformat2 rr,
cpr com!�uIf �3 1 iCem&&d desig n professiorra I.
METFiQQ A:
#9 AT 160 O. C-
METHOD B: METHOD -C_
410A1.16'O.C. #'Lf}ATrC+_C�
2
1
}
%
1 I
1
2
Z 1
—
2
a
2
•
1
1
�
i
2
f
— !
a
A
2
2
3 g
i.•.•
��y a.:� 3ar �� �:f ss rr�w•xr
o a:rr Fn v�
ROOF ZON CS MR GENERIC BU ILDING
Mr=THOD D:
#10AT6mO.0
T-17" AIR- NOT RATED_ -CONSULT DESIGN
PROFESSIONAL AS NEF DED
r._
Use this bad tabk, for sl7wwrE* YrhUs mucl. tw rqa awing K•1efix
Arc Ioc cd in Exposure D Lu O,,
fora eiUm u flat roof. or gabrp.rhip roof wikh max stoQ of 12:12
f U 7; WAI I I K 03iem1ror30fcCtcrI
F'L17 _01- 264in o f Crirry on 11-W3Z' plmaod
Wind 105 110 120 1 M 140 1 % 160 170 180 190
200
Zinc 1= A A A A A A A A A A
A
Zone 2= A A. A A A A A A C °D
D
Zone 3= A A A A A A B -�: D D
D
U-+a %lv% load lsbre .or siruaty es which -ncL-! thu fullowirtg ant i'
Are located in Fxpoe;ure B arczz
Have cr;hcr a feat roof lass than T, hip roof will:
max dope of 12_i2; or gable roof ti► ffi si,vpc bet+.e c n 4.41 Z & i Z:12
Have 41 mtnvr P,,v d I ii ijill i,1 30 f-rim or Icss
Wind
10S
110 120
1Z0 140 11,W 160
170 IN
190 209
Zone 1_
A
A A
A A A A
tl F%
A r5
Zone 2-
A
A A
A A A A
A -A
Ri C
Zone 3:
A
A A
A A A A
6 D
D D
Usi- lrus kW we for sh r.iums w rith meat tihc iolivff4rq r,; iLer Lx
Any If�C;)reo in $_ G, or D expo%VM area
Ha'.e eM- a f151 roof. or g,,Iblelhip roof wdh max slope -of 1 � !'
Faw. s mean Roar Fk7ght d 3a feet or less
FL17022_01: 26pa W Crim.i t-r- -9J17'
VVInd 105 110 12D 130 140 :33 171] 1:80 190 200 !
Znne 2= A A A A D U D 0
Zone 3= A A t, D
0se d-ds load lablu ibr struc[u!t!s %NhiCh Info ft following crtleria:
Are bzaled in B, C. cw D 4?xpcstlrc nci&'
HJmL- &.hri n fiat roof less tFL�:n T , hFp roof vrth
rmx scope of 121 Z or gablo Foos with Mbpr% between 4-4:12 $12-12
f jLwu a rnq3!n R or I le,glrl of 30 feet -be iecm
FL17021:09 ry 5V Crimp on 'I512" PEwi1
Wind 105 110 12G 130 140 150 160 170 181) IN 2A0
Zane 1: A A A A A A n 9 C+. D D
Zb na 2= A A A A A H 0 D D D ;D
Zone 3= A A A 9 U D D D 0 0