HomeMy WebLinkAboutBuilding Plans4
j
a
E
T
E
4'
R.
e
F.. r'E7 Ak�t n
i
y
y
a
_
P
i
j� y��
f�°6s L*A:�s
£A
LSi1�.6YSM{53d�TBj"1
aY APeY`Et
i
-
01
e
L
F
E
e
,
a
E
i
-
21
31tlo
�Ho3W
r�
31Vo
-vvnld
M
=31VO
` !.
3
0
.'JOlB
a
M31MM NVId
AiNnOD 31oni-is
C—l_: COVER PAGE
E-1: ELECTRICAL AND CALCULATIONS
S-1: STRUCTURAL, DIAGRAM
S-2: STRUCTURAL, CALCULATIONS
SEAL:
```,irrurrrrrr//
�AANUE( ?,
/tirrrrirriu
Manuel E. Siques, P.E.
Florida Engineer License # 20233
8331 SW 12t" Terrace
Miami, FL 33144
Telephone (305) 586-4776
1 certify that this PV system fully complies
with the requirements of NEC 690.
REVISION/NOTES:
W cAe CCLWtLAIZI
R I G'F9a'r
'. G e
Crd?S .a '
�yk1
TECH
f
PROJECT: Gil, Jose
-Bobcat Ruin _ —
Port Saint Lucie, FL 34952
Cover Page
OR
_N
:� mI
g
'
se���
0 '
5assl e
, Poo
cu
r
� N
ry O\
a
�.
7
C p
'fie
1400*11
`kftU
SCALE: NTS
DRAWN BY: B.G.
DATE: 08/19/2020
PAGE:
SYSTEM DESCRIPTION:
• GRID -TIED PHOTOVOLTAIC SYSTEM
• (55) ENPHASE IQ 7A MICRO -INVERTER
• (55) JINKO 40OW MODULE (JKM40OM-72H)
SYSTEM:
• T 55 MICRO -INVERTER
PHOTOVOLTAIC MODULES ARE CONNECTED INTO
(55) PHO OVO ( )
2P-2 OV OA CIRCUIT
MODULES WHICH FEED 5 4
(55) INVERTER CONNECT INTO (5) CIRCUIT OF (11) O 2
BREAKERS
•
TOTAL PHOTOVOLTAIC SYSTEM STC RATED DC ENERGY POWER PRODUCTION OF 22,000 WATTS
• T TRACKING MPPT
INVERTER HAS MAXIMUM POWER POINT ( )
• REQUIREMENTS OF 3-P POWER
INVERTER MEETS RE UiR M
Q
• INVERTER MEET IEEE 1547
• INVERTER MEETS U11741
• ALL ELECTRICAL EQ UIPTMENT INSTALLED ARE UL LISTED
• FBC ADMINISTRATION CODES NOW IN EFFECT NEC 2014; FBC 2017" E-I FBC ADMINISTRATION "ALL
• ELECTRONICS, SOLAR PANELS AND ASSOCIATED ELECTRICAL EQUIPMENT TO BE INSTALLED ARE UL
LISTED...
SYSTEM AUTOMATIC OPERATION:
• GRID POWER IS PRESENT PHOTOVOLTAIC SYSTEM FEEDS THE LOAD AT DAY TIME.
• GRID POWER IS LOST, PHOTOVOLTAIC SYSTEM AUTOMATICALLY DISCONNECTS FROM THE GRID.
• PHOTOVOLTAIC SYSTEM WILL AUTOMATICALLY RESUME FEEDING POWER TO THE GRID. WHEN THE
PROPER GRID VOLTAGE AND FREQUENCY IS RESTORED (IEEE STANDARDS) AND THERE IS ENOUGH
SUNLIGHT.
ITEM
MANUFACTER
MODEL
LISTING/COMPLIANCE
PV/MODULES
JiNKO :
40OW
UL
INVERTER
ENPI IASE
IQ 7A
UL
ALL DISCONNECTS
ENPHASE
DC & AC
UL IEEE 1547
ALL OVERCURRENT
PROTECTION
ENPHASE
DC & AC
UL
FSEC CERTICICATION #
JINKO
ENPUASE
40OW
iQ 7A
RV 16-0106A
I PV
RAicro-itrlr�erter
Rrray
Point of Utility
Connection.
(see options)
The NEC gives you the choice of four methods for ensuring electrical continuity at service equipment service raceways, and service
conductor enclosures[25092(B):..
L Banding jumpers. Bond metal parts to the service neutrat conductor. This requites a main bonding jumper [250,24(B) and
250,781. because the service nautrai conductor provides the effective ground- fault current path to the power supply 3
[250.24(C)], You don't have to install an equipment grounding conductor within PVC conduit containing service -entrance
conductors 1250.142(A)(1) and 352.60 Ex 2I` h
2. Threaded fittings. Terminate metal raceways to metal enclosures by threaded hubs on enclosures (if made wrench tight).
3. Threadless fittings, Terminate metal raceways to metal enclosures by threadless fittings (if made tight)
4. Other listed devices. These Include bonding -type locknuts, bushings, wedges, or bushings with bonding jumpers.
PV PEAK POWER
22.0 11
TOTAL NUMBER OF PV MODULES
55
NUMBER OF INVERTERS
55
MAX. DC POWER
400 W
MAX. AC POWER
19,140 W
GRID VOLTAGE
240 V
DC -AC RATIO
98%
Enphase IQ 7A Micrtlinverl r
INPUT M0 I
m
172 Eai PVm m tlms
,
S
I a
n �
N
s
@Etffi7..NeN
"601
„1t
e
sa L
etl
�aaa
AC
2Aa VA
IN
OR VAC)
Th{sp'^IULkYct.a ZiCLSatins Es'✓ RCCa. S"w6 s,an fAd ant and aaMormEawth N[i}i0L4 vid
ik.C2a I7se3.aa Eilf.Y2 nod C22320, 5 R.m 42is% d Shadown of pvsotanna a, AC
trA DoAAAdmr t4hfAhx%sIQQdar1In4y 1,arcu4aCitksFe enswne`tiamn.
4: ho Y tkk.' M1 cK h. L yei:h N- IiyN,tYbf 6t '$3)Xa le'i:n�"0n%StG'Y3dEL�G •
?C6C,� a»Me n 5 % S tt0.Y,a3 V
...Iaed... 24
A vA laup IP9T be eflnG do 1 i wEalM t+l M1 trr
. C:.. rL'�k'NaiSYeF tUM a'(tt"rp..Poi. PilLh."^A.Ea SML P 4..0 VCPkiEa ti'e. rw'!.
T7:PLam iPVrR 6tNH£1 E(%fdIN3.�L otI49 vrsi4 esr¢fr>e.4:asan j� �'`^
�EAE.d siw,.ahowrk n,ex,rcN.:wn het�n ad;eSYLa _.er:Awl„wLNuvoLz ;:atm k+.n r-s }
i----------
#8 BARE COPPER
GROUND WIRE F
1
TURN OFF PHOTOVOLTAIC
-T %�"'ER Nxzsan
,ggg :.AC
71NT"E0Pe7NPM"
DISCONNECT PRIOR TO
TeR.wAt.s rx, r,u,IRc.,m
NM'=ERCdZEAWORKIN4
CNSCOE pANPI :
wTrr4AENFaS•Iwx
WN
PV-ARRAY _
INPUT A/PV-ARRAY I
NUMBER OF INVERTER
55
NUMBER OF PV MODULES
55
PEAK POWER (INPUT)
400 Wp
MPP PV VOLTAGE
41.4 V
OC PV VOLTAGE
49.8 V
MIN. DC VOLTAGE (GRID VOLTAGE 240V)
22.0 V
MAX. PV VOLTAGE
53.3109 V
MAX. INPUT DC VOLTAGE (INVERTER)
349 V
MAX. CURRENT
10.36 A
AMBIENT TEMPERATURE
RECORD LOW TEMPERATURE
32.0 DEG F
AVERAGE HIGH TEMPERATURE
91.4 DEG F
RECORD HIGH TEMPERATURE
95.0 DEG F
SYSTEM OVERVIEW PART PROJECT 1
GRID VOLTAGE: 1 "' 240 V
55 x JINKO 40OW
PV ARRAY 1
55 x -240 VAC (INVERTER EFFICIENCY 95%)
INVERTERS
MOUNTING TYPE
ROOF
PV/Inverter Compatible
• PV array and type of inverter are compatible. The nominal power
ratio (max. DC power of the inverter divided by the peak power) is
within the recommended range (80-120%)
Design temperature 96.8 deg F, adder 60 deg F (310.15(B)(2)(A)
Total 151 deg F. Multiplier at 151 deg F is 0:58(310.16 correction factors). 1
#10 THWN-2 rated 40 amps, times 0.58 =23.2 amps. 6 conductors in single conduit.
Adjustment factor is 80%. (23.2) * (.8) = 18.56 amps
NOTES:
i (55) MICRO -INVERTER TOTAL AMPS: 79.75A
TOTAL 2-P 240V 20A BREAKERS: 5 I
ELECTRICAL BREAKER RATING: 200A
ELECTRICAL PANEL RATING: 200A
MAX. CURRRENT OUTPUT (125%) :99.68A I
BUSBAR AMPACiTY (120%): 240A
Enphase10 Envoy
asaoEL NVR+BERs
`�IEta a q\'.m
�¢i&rvh'�r�'PYwY�tifliic¢O�iNA#?\�'°'NA'#KiranShCC.IN,R;¢ErtiO.¢P�Ifi�%e4me(,
`+.
,3`„y
RANst4F�.L9 4a3aN?P�±�.��R�M1ritS�a2T"e°i¢.8`#i.7�§s�
ACCESSORIES Aetae a,aiel
s p
'er
_
....... 'd¢iiOa€arCSs^n'mtftd�HS$Nt�i�A�iatiP6,.i!¢"h�{#",
ttJ..G'Ae.4e2W M"igUa Pf1$HQi[�ff`iR..""4E15 iIiit$!@.i".'iSWtli.
u5'.mm'iiU'Y`%pYa6'O:>�M dedli� .,,i¢:i&2$6YS{°Yi`mtl
°'.Peil�`tSe�BFtsLtE%Atr4¢wlr�tiia
et�isrfee.NAeNraarvka,rt2ti�i3zsPvEX5Aiia.sal: •:, ....
-.....9Iv'i
u2A'on tAanHOHn6"T
tslc.Ynmltba,nl xn.c ..a s&te v:.kR nL,a,x atxl.-;
CSel'iPSPLiT
OT200
POWER NEpU2N£N!EHas
"PxwaPa°9°.a�^k%ti+c.
L'••'&126�iTit�i'EO
CAPACITY
N rw InMfg ImAd:,-,1�. e; , •:,: , •• ., ... '
MECHANICALDATA
•; Nm *T4i ``,R,`kaC
.......2Ty;1 RX`s*M _ + x x'S47
wa,hl
a ErmrmR,ai�ea
R�aP; -,,y� .
t4 nR"}i{!na'^.Md'93.a11.L@iCifl¢llYP
�En§I[L�msixizd Inns
VS0,F... i,,nORer:camd .v... arNRr, .xr1.v.a.XMA M)I"L?u:Du.nx.,a v.'
ib A a I s T k
tl_L.di,JGOAe(crnn ul alscur.. 2-6AbCPO-12WHAC
I"t@Pi2i"Wi0le YIIRA"". o"36,,,n IO6tlPaVil.2!OMCA THNN Q IdVr[Cr4
w4P .°
-r.2r �tCatria4t+:*{vtes tA.� P@S rn£as aPtls ,` .
Ca>AP�,rse
-rirCemM dP'Ni2Erra M$A4ia`aP �c$Rk4,">;A"i 38mtn x,�>454rt1}a,K+�iiaPiPef
a�EM
INTERNET CONNECTION OPTNINS
., �hemat
1102 3 CUSE iO 06i 6) J. P...Pe letr;Wr;• IA. m0udcn
• +auCg,>.,". ,.::
, tfiltrs .,ikfiCiaE+st Moal laxr°N;cRIAWD!wMPiaa}; nazLiEg!P�J `
COMPLIANCE
WDPfP*>� c�ANhrl�SACsx� r a�PaR r -
RR.k is<c#�Rr"v
�CNSt##&i tErwTrxan LiSgTaUR da° e, obo-mx
,
iAC4&r,�. kMi8 G32:26tMAiA'uE1&RCm ____.,.________._.-._._-
QP
UVED
ENPHASE
To'aum more about EnChaseoftarings.visit eripho",cass
aN
1rt
1
.Ixo
,Wu E
e
P a
¢, t
---------------
»..>..
_M1'0
`K 6j� ., .It18 3°?°iuA9 (dS4l� � i�0.'eisxddka„d
..> .
a'hw8I,i AQ,VIA `OJ `
r�A,e�.aru�TA� �rs�tP4f
F1 R
%& 11" £. V
".014 hQ.dl l .40..4'
43m a .r ., � m. s+rxc as ev +n
uuw �,r wn
n vim ucn„ gran, a*m�P,
M xa < AAA`, )4u 4IIM P,M
vwn LYv,ny
miA rIZA 1,001 INA
a"r�d@i^3
4
Co�9pe t u C12A 3 sn M 5:H°.
law, $ImA
ioau tezA QACA $oA5
gqcy,g�yoa�.ggrt$ac,xu:
IA
#.xE6Y, ". akk�'e �9 tl...
> Y+A�A'..
w'lg
�o n e9 %A.P. ",PeeRl 0. �pe....
OPh Mft Kpl�
-LM-[g&AMg.�,
y�rMPR�lRCk�`�dhtl
"�p$ry
tl 9RFd�!i Yap@CIE°6Yfi�le�9P�ePi2AA"��SAAPef"i �� I&'i99 �� 6k�%N,, �>9eYN. a6pt`:i�B`.>TH ePSiSI$?.
M :iar: ¢ qN q
ma '
gir
cvN ssi vway:�p�.
Aam&rF
�mrlene
y�,^�PS� J
I : c FS
same;
>I�:fl'SR4� tl�,. m ,.Is>aI�?pa,�I1Sl?�$�"�a'P2A'e �"e��i«M � . 9¢a°3&ennaf3a_ 1111L 11011u e«
wc�4s.°�%`L°
STC. '�,itvAdrance lFlOffWr ** .CaG iL.mPe,ahaP.LJK w�,.A,ts-XS..
NOTE: N OCT:1.• a® rvu%oaW:"P ni bent3a lra�rrd "L 4¢ Aa: r % is saL¢dxnls
PER FL. STATUTE 377.705 (REVISED D 7/1/2017), I MANUEL E. SIQUE , PE #20233 AN ENGINEER
LICENSED PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND
ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CAIir Ok READ S;%ETY AND ,�I. L.A::(yN nVC. L ;CHs aE .W ,�s,Wa>„r LNioLC;.
CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE.u�,:N1,2
1 2 3 4 5 1 6 1 1 8 9 10 11
Ta"T ..>
� 1" PVC SCH 80 CONDUIT I _
8 #10 THWN-2 I -_-----_-.•-_-I
SAFETY LABELS
PHOTOVOLTAIC POWERSDIJRCE
PHOTOVOLTAIC SYSTEM
F
AC OPERATNG VOLTAGE9,VOLTS
AC OPERATING CURRENT AMPS
Z.
COMBINER PANEL.
DO NOT ADO LOADS
VNOtRx¢nlYi mOWtYs
xv¢eYJCnTFll
cnGL (PV CJMPAm nJ
Pp¢ OOMINMAOX
Lsze ,•.n
%
L
NOT¢ l:I LLINA MAI NcC¢AAENTONwML
PHOTOVOLTAIC MICROINVERTERS
�9 CAUTION
3,
LOCATEDUNDERNEATH
4.
PV MODULE ON ROOFTOP ARRAY
SOLAR POMT OE CONNECTION
( MPM'Y XI
LIIIEF6@
L anon FArveL
AY¢LS [
La
ReL. FO MUIN¢0. fl"%
e¢L size ea .
WARNiNO
PV SOLAR BREAKER
S
DONOTRELOCATE
6.
D ALW
THIS OVERCURRENT DEVICE
SOURCES; UTILITY AND PV
SOLAR ELECTRIC SYSTEM
cI ITBR¢AKP.T P ry AUEPINMOP
I.98LIUMVI" .
L 01ILFOAMAIx DNAIINEQIOPM8T80.
w.eLME¢.•„•
PHOTOVOLTAIC SYSTEM
AC DISCONNECT
PHOTOVOLTAIC SYSTEMEQUIPPED
AC OPEIi VOLTAGE[-
S.
WITH RAPIP SHUTDOWN
AC OPERATING CURRENT[:] AMPS
NEC 690.12
Lnrecsrzr:
u ¢ FnI.L. DNN .
Iii
SIZE.TnTOIu
L,A
NRALL¢RMVBPPrtL Af, DFpAIIING NPREMON LAReL
NOTE FOR ALL LABELS:
LABELS SHALL BE UV RESISTANT AND
SHALL HAVE Vill= LETTERS ON A RED
BACKGROUND. SHARPIE EXTREME OR
EQUIVALENT UV RESISTANT MARKERS
- SHALLS BE USED FOR WRITING ON
LABELS REQUIR➢VG INSTALLER -WRITTEN
VALUES
1 #8 THWN-2 GROUND I #8 BARE COPPER 1
GROUND WIRE
1
1
I 1
NEMA-3R A.a:,
1" PVC SCH 80 CONDUIT XBOX &
2#10 THWN-2 6x6x4
1 #8 THWN-2 GROUND
I J
I
I
I
SYSTEM RISER WIRING DIAGRAM
#12 THWN-2 WIRE PROVIDED BY EQUIPMENT LOCATION
MANUFACTURE AC INTERCONNECT
CABLE (BLACK L-1 AND RED L-2)
IKO 40OW MODULE (JKM400M-72H)
PHASE IQ 7A MICRO -INVERTER IS
CACHED UNDER EACH MODULE
C 690.12 CODE COMPLIANT
1 2 3 4 5 6 7 8 9 10 11
1
ENVOY
I'
C 1/2 ; 3 #12 MAIN DISCONNECT PANEL
I ~� 2 PVC SCH 80 CONDUIT 240V 200A
1' t- 3 #2 THWN-2
r 198 THWN-2 GROUND 200A
1
I
20A 240V 125A
20A N SOLAR
2 A DISC.
_ 20A FUSED
20A 240V 100A
L�
SOLAR ELEC, PANEL
240V 100A
METER
LlEXISTING 5/8" SERVICE
GROUND ROD
FILE COPY
ST.LUCIE COUNTY
PLAN REVIEW
BLDG:
DATE:
DATE -
DATE: PLUMB:
DATE:.
MECH:
DATE: _
ROOF ARRAV
NOTE:
ALL LOAD CALCULATIONS FOR THIS PANEL HAVE BEEN
DONE AND THIS CHANGE WILL NOT EXCEED CODE
NOTE:
EXISTING METER WILL BE CHANGED TO A NET
METER BY FPL AFTER THE FINAL EXPECTION
NOTE:
EXISTING COMPLIANCE WITH 250.58 ONLY ONE
WIRING GROUNDING ELECTRODE FOR ALL ELEC.
6 3/0 THWN EQUIP. CONDUCTOR
NOTE:
EXISTING NEC 690.12. CODE COMPLAINT
MDP
240V 200A
EXISTING
SERVICE
240V 400A
EXTERIOR OF BUILDING
SEAL -
NEL E S
N
fy
NO.
233
;�. ST rE _
OF
/lIHIII III\\\
Manuel E. Siques, P.E.
Florida Engineer License # 20233
8331 SW 12th Terrace
Miami, FL 33144
Telephone (305) 586-4776
1 certify that this PV system fully complies
with the requirements of NEC 690.
REVISION/NOTES:
PROJECT: 'Gil, Jose
�27 BobcatRui-rr-- ---- - -
Port Saint Lucie, FL 34952
Electrical and Calculations
`57 .
+'
`;ad�Na;.aPe.;e�PTEaa..
E
a
W
;>l
P P'a¢r„.P.
P a
,gNe. a Q®
°Veeia°s2n N V Q
4 C�
,
. °.eiPSA°NN�a@b;`dES.Szi O
5 •� Y /1
yI � VI V I
e�
Nli
i
P
P
SCALE: NTS
DRAWN BY: B.G.
DATE: 08/19/2020
PACE:
XF"DRail XRIQQ RWI X111fume poorests °,=
E
T let Mh i rneuri All ra.ks ab�sb'.n9t?rBa.� l s
� mrxan'p felt he ndiita3ate re�aaat �� ,dlcne•it e %
for males with wh[t�� w. is e � real. €a forcommercial ` s.
y 6't spo cocalo d 8 i capability n.. tC sp nta se..j � Ut•
Moddrosess Mad capeophi t-fienry wad cidpdosffty • Exturries load capability rails
Clear & thick Wine Won dear It black ariod:. Hr#eh • Clear anodized finish Grolookof Stoops;
Attact
time .._A m--- _
F aOFdrst Slotted (-Flost stmwoft Tilt Litue
A& lwii; - t�- L—,,, i"
L L4,
Author, oasts, and Mount De fs-in pardapi for rapid rail Ram lush is loard TA sdbpml in skeered
with elfin=e%au sparchorderts in systems to vidAWS heights- a. up 10 45 l-
Shopic +etchRigettliction sessated lie > 'marks with inks tie � Aftneshes oldhadiss, to rag
ING, a iRC c onoi ant R shape gas • Slam We all nw
:it XA Aider Clear X backencet�f%n s r 4and rL.: dre " Fixed and s
tarm„.....................
vand Clamp onondbV No CI ing Lugsf -' Aroassionams
m�.�., awov.�.om...«,..mv,...w�e..a....�....w.....x.w,..oxi ...�....+.+.�.�+ I E
a r l
XR Rail Family i
j
i
,
I
The XH Hail Familyoffers the strength of a curved rail in three targeted sizes. Each size supports specific Qo
g
design loads, white minimizing material costs. Depending on your location, the re is n XR Rail to match.
i r
„,-
E. e"a�
it
} I
1
W
{ y � fii®man
I
teslcieni(a8 n Omai a g r E
i - r 11 mcunlln XAf00 is 1ne uttimafe 9 Xni 9 is a sleek, ow p at e n t Ya rS cc
r n (6115. It`5 Clllh ffi ifentlfe
k ,
i mnunti rau. Its its range
rise mown
ran, designed a for regions t s Itns, or g n4} �.
E
fI0Fl5 Witlle dlSO relne �'c91ma1es and spans 12 feet or �
{
c wind d116 S<30tY COntli � fact spans, angle P n. snow. it aameve_ 6 oe s (( � I
eEa - °
1 k 169 32 a k a E P 7a CIS err rca n r kr°s i9
ie. t5oll
a Ci7fl , . � "".".e I ....
vti a= I 176.__� 3®
. w.q : .„ 180 41
she in clay sps acid ura Attach and Around modules, Crrasau: stsWmn using ft Frfm a fim eat art i 1 150.:.. 34
....
modusior at"do Of *is, its the find of the raft, ix the ago What pace for mft, i E . Y _-
10 38
tMMI Wish A black soup, , Paul pen T-tast Editor Mp hung *,in wre t'+6p t` a 170 43
Strait from Qr to 2Z up to 10 larses Eitm pta-drim4ig • F Enet Cops�
as if under Clamps M R is swan Swlw 1n y d tF r
i 6
17s 46
t�.
1i7 4e
6 20
........
.. B 166 i 23
„.......rom_
...........------
... 170 26
Design Assistant i t Cwtw lt<adt1 ae
� ungfil to fitly t e ° : r Earn free among mi ounces,_. 150 m
r "'memo sie7n W`. Vdk 4 r0 k'"Star",i 160 54
x tt'a asgxsx#'°".et%i+r .Esi.k�'"e' x C 17'0 61
�w ,*e,,wg�z^a�a+ remrmao-nwe+.*'+v ssa�.y�'.wm )i a { 1— s6 r
j t j .,.... .....:...
18 69
-67
Aw
.w
64
.
3[ D 1 174 W i3.
j r 176 7-7._
Ise -82
111111,11 r_ a
an 1 I I _ t PAGI
emmem ----__ m --- --
The Ra the snordam spreciffed to the S(iGAFdF=1OUNT knect"Ateon Guide. SOLARMOUNT has Lam ctassF d t t as e systart t i
Are Rectum of UL 1703. lst[ 1703C3 SIC €r has beenl€&opprzea hadinsousUL21 3 product certification
be steepsomeairrOfs,5ysouml tAre porlourroperiusIsInherenttothg SOLARIACIUNTdesigmandno addhosenat rebrupsssscarae«souresare restufard,The Are classification
rates is only to did on roof pitches grairsher Than 2:2 Est s 7 Inches per fit, of S.S dequirrape The system is to be mounted m hesertaftit role covering d for
the application, Tote is raft reactiond oil mur" or randrandocon height imitation ormhor the roof deck to ruallsoarart The sum fire rating for SOLARMOUNT, € ussia n Toposs
i Systroure Levisit Fie tar art listed bepeac
«.ate .-��d „_—— 1e-.,..®� , -...�m- -.
w .. _
' 3
S rrde.rd pail e, LT 2, 3 tut I C- A Ctass Ctrs C fo st fro Is
-5ush PtP�t� �CR F S aim
Light art 1 2 j Class A, Class8 4,Cta C t f dlubjes, OR isaarstlit __�Nn
LwW-xwe OR Eat€tray I None Respinked
I tts cavissin g revs
aB ry �d 7 r£r in W"Th the aye, er iaatlrsworlrne
umm
UL2703COtTVKATMMAAMMLASM
Unkat St#t A N't Is listed to tat. 2703.Certificatmin rung is errithisparricut aft mid sfrimps as sue:
Labels oph additional prebrosatkin witt be provided . After the tousling sksmom is fully assembled, a single
iatset should be applied to The SOLARenwWr rag, at the tods, of aermt i g: This, shcho, label should car O
cv
,placed such that it in veolete, but not outward fachag, 266" +
m a
"�..
SMSTANDAMML
JINKO
40OW 79.06"
39.45"
ALLOWABLE LOAD: (5,4001a) 113 psf
NOTE: Install mid clamps between modules and end clamps
at the end of each row of modules.
SOLAR MODULE
NOTE:
ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN
ONE FOOTING ON BOTH SIDES OF THE SPLICE.
BONDING ID ASSEMBLY
spArtess steel Micidansip, drips. 2 per module,
pler
Mule to roodfirm 11postoo chsamb,
nattd Pange rut bonds stAmbse4 stet cliffri
III st di T-bdt
Seri T-ball head tr e afloul' Cr
to Itiond '- Alt° not, damp, and rooddoles to
groun SM rail.
N ^SPFW¢HA3r >
1.a
w0maz4v 1NM VA?.. 5iNaC✓=•
1, � ➢Rs�.YAiGEitd1$9q&1 �3£E
I'1 OEY89l. ExPkNSmY.%SZNR CtRVNE_:}[ldtl.l@[tgrA
ROOF AREA m
EXISTING FLAT ROOF
TOTAL ROOF AREA: 3,574 sq.-ft
E
TOTAL PHOTOVOLTAIC AREA: 774 .- s ft
9
PERIMETER WIDTH: 4.3"
E PRESSURE ZONE: 1 & 2
MEAN ROOF HEIGHT: 14'
E ROOF SLOPE: 1:12
TRUSS SIZE: 2 x 4
TOTAL MODULES: 55
MIN. ROOF MOUNTS: 123
k
TOTAL POINT OF CONNECTIONS PER MODULE: 4
i ALUMINUM RAILS: 2
SEAL:
* ` NO, 20 3 V
�. SLATE
1llllll",I
Manuel E. Siques, P.E.
Florida Engineer License # 20233
8331 SW 12th Terrace
Miami, FL 33144
Telephone (305) 586-4776
1 certify that this PV system fully complies
with the requirements of NEC 690.
I REVISION/NOTES:
PROJECT: Gil, Jose
--7727 Bobea-t-Ruin
Port Saint Lucie, FL 34952
Structural Diagram
SCALE: NTS
DRA" BY: B.G.
DATE: 08/19/2020
PAGE:
S-1
DESIGN WIND PRESSURE CALCULATIONS FOR
SOLAR MODULES INSTALLED ON ROOFS
FBC EDITION
2017
RISK CATEGORY
II
MEAN ROOF HEIGHT (ft.)
14
EXPOSURE CATEGORY
C
LENGTH (ft.)
57
ROOF SLOPE (SHINGLE)
1:12
WIDTH (ft.)
49
ROOF SLOPE (DEGREE)
4.760
EFFECTIVE WIND AREA (ft^2)
18.0
ROOF TYPE
GABLE'
PARAPET HEIGHT (ft.)
0
ULTIMATE WIND SPEED
175 mph
MODULE LENGTH (in)
65
NOMINAL WIND SPEED
136 mph
MODULE WIDTH (in)
39.38
KD
0.85
KZT
1.0
KZ
0.85
DESIGN CALCULATIONS:
VELOCITY PRESSURE (q) = 0.00256(KZ)(KZT)(KD)(VA2)
VELOCITY PRESSURE (qh) = 33.9 psf EQUATION 26.8-1
INTERNAL PRESSURE COEFFICIENT (+/-) = 0.18
DESIGN PRESSURE
EQUATION 30.9-1
DIRECTION - UP
PSF
DIRECTION - DOWN
PSF
ZONE 1
-35.8
35.8
ZONE 2
-58.9
35.8
ZONE 3
-88.6
35.8
GCp: FIGURE 30.4-2 B
DIRECTION - UP
DIRECTION - DOWN
ZONE 1
-0.9
0.9
ZONE 2
-1.6
0.9
ZONE 3
-2.4
0.9
NOTES:
These calculations are based on the C&C Wind Loads for Enclosed Buildings. Design wind pressures are
AND C have
calculated usingASCE 7-L0 equation in 30:6-1. All notes in Figures 30.4 1, and 30.4-2 (A, B, ) i
q
been incorporated. Mean roof height must be less than 60 feet. Wind loads in accordance with Florida
Building Code Chapter 16, 1620.1, 1620.2, 1620.3
ASCE 7-10 VELOCITY PRESSURE����
gz10 = 0.00256 KZ KD V2
where:
gz10 = ASCE 7-10 velocity pressure evaluated at mean roof height (psf)
Kz = velocity pressure exposure coefficient
KZT -topographic factor
KD wind directionality factor
V = basic wind speed (mph) from ASCE 7-10 maps referred to as ultimate wind speed maps in 2018 IBC.
-As example;-fexau-away-having for array-A.,-fFthetond-uplifting(*esdtant}forceacting-mAlurarray�_
I
be -39.1 psf x 158.04 sq.-ft. _-6.179.364lb. Knowing this resultant force, the design engineer can now
I
the number of attached points and the size of the mounting hardware necessary to safety carry this load..
LIVE LOADS:
Live loads associated with photovoltaic systems are usually assumed to be distributed uniformly and are small, on the
order of 4 psf or less.
tf4" SS 18-8 BOLT
441 SS SERRATED FLAiNGE NUT
ALLOWABLE LOAD: 6,010 lbs.
SOLAR MODULE_ 18.05 sq_ & DISTRIBUTED LOAD: 363.81bs.
3,/ „ SS 18-8 BOLT
3/8" SS SERRATED FLANGE N6JT
ALLOUABLE LOAD_ 11,930 lbs-
MAXikAUXIDISTRIBU"iE:D LOAD: 532 lbs.
5/16SS LAG BOLT
5/16" SS FENDED WASHER
ALLOWABLE LOAD: 798 lbs.
MA-XIMUM DISTRIBUFED LOAD- 266 lbs.
VICKSOM0
M{A io IIII,
FLAT ROOF: ATTACIDAINT DIAGRAM
2 ROWS OF RAILS PER MODULE
ALLOWABLELOAD: 9 lbs-
DISTRIBUTED LOAD,
ALLRNIIINUM RAIL
AL.LO'4MLE LOAD $PAN ?t& ISO mph 51"
DISTRIBUTED LOAD SPAN @ 180 rnph 48"
ALUMINUM L FOOT
ALLOWABLE LOAD: 707lbs.
DISTRI13UTED LOAD: 532 lbs.
PUCH PAN OR CIP.B ONLY ON FLAT ROOF IS FILLED WITH
POLTABLE SEALANT
!......ael a s e
�Paetle G Oa.,9 Et S St 13 31aa�ed+� as. e e e a ee a $"aqa e doe r 9r e� rag?, r. S d S R e �. -6 a 5a�d'm a ass veaareas a4aa °aasali:
vew e e tie r gg e 7e.9 r .,., na e e s: saes e. a ei� ag x: a"z a��B ass
s a e r e t e e a .: a, a a a e 9 : ^a a n estea a s a 6 ea . rPa°p° a:
sea e.,.. n ,anti„x•..,.a ,y .., ,e-.ee.e. °.ye, nad a...n R^di.:ye,.eey..:edwee.e'v oe .e, e
sea waOra:+al:a°s,: , ea°a;«#u�:.xae�xilu. S,v v.�ns..aa�m.,x..�e°caesYaauaa¢a&isew�aa..,�eag«mSamwam�ew+aseanr.. aaedsa..,.--. w-,....„ukwcaeecaaa...�,eua�es;e». a.:maeo-aa °maul%r'a°"e�aCea"ase''.�eSetesee e
"Rails, L-Foot, Mid -clamps & End -clamps arse extruded using one of the following aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Sources: American Wood Council, NDS 2005, Table 11,2A, 11.3.2A
I Array Wind Load Calculations 1 Lag Bolt Pull Out Calculations I
Solar°Parrel € 1 I Spruce, Pine l Per Inch Tluehal Depth 2661bs.
M_- _ ._
Total Area (sq.ft.) � 198.55 SS Lag Bolt 5/16" x 4" j Min. Thread Depth 3"
LaE Screw Installation Guidelines
1. Determine location for the L-Bracket on roof by
drilling through the center of truss from bottom with
5132" drill bit.
2. Mark mounting tin holes for L-Bracke on
underlayment. Mounting holes should be centered on
the trusses.
3. Drill 15/64" pilot hole.
4. Apply sealant to bottom of LBracket.
5. Place L-Bracket over roof underlayment with holes
in roof.
6. apply sealant to bottom of L-Bracket, apply sealant
to lag screws, and fasten L-Bracket securely to trusses.
7. Apply additional sealant to top assembly to be sure
all penetrations are seated,
SS
EL tag screw speUlcat)bns
STAI
Spiel
®deP shaft •" ��-
gravy
pat
irmh thread depth.
Douglas Fir, Lerch a.50
: 266
Douglas Fir, South 0.46
235 l
Engemann Spruce, Lodgopole Pine
(MSR 1650 t & higher) 0.46
235
Hem, Fir, Redwood (close grain) 0.43
212
Hem, Fir JNorth) 0.46
235
Southern Pine Pine 0.59
a07. depth aaa
Spruce, Pine, Pit 0.42
205
�'"'
Spruce Ptne P6
IS of 2 million pal and higher
grades of MSR and MEL) tl S0
266
.
Satrrcas Ar»erican Wood CaurraY NDS 2005, Tab,
Sources;
if '.2A
113 2A
Nptea i)1ht�M irxst t�unixxi4ex1 ntltta a>da 8raa�NaT+u
.ere
aeutlu a�T=ierr�er nrtcatal wra,;ae
auflakii ouctwe
(2)tug bonan o eeai.�d v, the M)ddk IM of"%tomtit
WSW
(3) Mae vnlix'.g are nil a'uEd huwat SaSSIM
(`h 1ha lab e OMS W lndua ches "Pp One )rnacessarY ro
kvda kY
eYlglrr<"F:a to speuv7y i PukSYaa
%? . regard to Shea, krcen
S53 twstWl4ag batts,N@ri head erb x�Hu."flush tusaHaaa (na 9a
}Uo noE
-forytiu.
(6)Wtlw raaa n k tv loom" cmnecwo aha he
aphrase aaamtrwcfatorc@
necondar _3ecrTxblele; al in the Ittx.'dn Po'mdtwurcml NU`brbW,w
GnWnidua,.
0 Is
Silly PRODI Mrt"t CONTROL SP,CICIO a
11805 SW 26 street, Rmn 2" '
DEP.ARTNIE'N11 OF RUX LVI)Oa4 AND ECrt, ECONOMIC Hipso 1aCP-ht 1r) Miami, Ronda 111 3 h414
BOARD AND t;4` DF ADM IYtS'IRA.1ION b7VISIOY P (;v4tr11FS-:iitE1 F 06) s t d s
NOTICE OF ACCEPTANCE (NOA)aa�Ist�.e���ffi
GAF
I C,`autpus Drive
Parsippany.l"a,r 07OS4
SCOPE:
This NOA is being issued tinder the applicable rules and remotions governing the use of constriction
materials. The documentation sublimed h€ci bwa reviews d aid ductpted by Miami -Dade County RER
Product Control Section it, be used in Mianu Dado County and other areas Where allowed by the
Authority F€avingJurisdiction (AIIJ).
This NOA shall not be valid alter the uncut data: stated halow. The Miami-Daide County
Product Control Section (€n Miami Dade County) anifor the AFIJ (in arras other than Mount Dace
County) reserve the right to have this Funded or material tesxmd for quality as rurnnce purposes. If
this product or material fails to perform in the accepted marmcx, the mancsfactu er will incur the
expeme of such Ong and the A FIJ may immediately revoks., modify, mr sas peed the use of such
product or material within their jurisdiction RER reserves the right to revoldc this acceptinice, if it
is determined by Mi cen-Dade County Product Control Section that this product or material fails to
meet: the reclouetteres a rthe applicable building code.
This product is approved as deaca ibcd herein, and has been designed to comply with the Flurida Building
Code including the High Velocity Hurricane Zane of ft Florida Building Code,
DESCRIPTION: C:AF'TOPCOAT'a Roof Membrane and Maintenance Coatings.
LABELING: Each unit shall bear a permanent label with the numulnettnees name or logo, city, suite
and following statement: °`Mein -Bade County Product Control Alzpowed' , unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable budding code negatively affecting the performance of this product.
TERMINATION of this NOA, will occur after the expiration dare or if there has been a revision or
change i it the materials, use, andror manufacture of the product in process Misuse of thi s NOA as an
endorsement oi" any product, for sales, advertising or any other purposes shall aulomatical'ly terminate
this NOA:. Failure to comply with any section of this NO -A. shall to cause fqr termination and removal of
NOA.
40V ERTISFMIE T. The XOA number preceded by the wards Mtami•Dade County, Florida, and
fallowby the expiration date may be displaced inadvertising lueaattvv. If arty portion of the NOA, 4
displayed, then it shall be dome in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the riser by the manufacturer facturer or its
distributors and shall be available for inspection at the job site at the request of die Building Official,
Tins NOA reteevrs and revises NOA No. 1841321 07 and consists of Pages t through 9.
Thr subinincd documentation ums, reviewed Isy Jorge L. Acebca.
i U
0 g � t�NOA � 1# er207.ar
Pd OM1aSL=aDF ('C} INT*.' i:xpiraflraa rate Q;Sf t&'24
.,,, w Approval Dares li:5+"i1'9
Page t of
SEAL:
O;'U6L
No. 202
"s -0'•. STATE
ttunnfill%%"
Manuel E. Siques, P.E.
Florida Engineer License # 20233
8331 SW 12th Terrace
Miami, FL 33144
Telephone (305) 586-4776
1 certify that this PV system fully complies
with the requirements of NEC 690.
REVISION/NOTES:
PROJECT: Gil, Jose
Port Saint Lucie, FL 34952
Structural Calculations
el
a�
��aaiaaz
4U5
v
:aar6�B
e
°4t
a O
a M
anti G� M
a
O �
a Rya
SCALE: NTS
DRAWN BY: B.G.
DATE: 08/19/2020
T)A V -L e
S�2