HomeMy WebLinkAboutB17-2272 028-230-076i
BUTTE COUNTY AREA
-,.DEPARTMENT OF DEVELOPMENT SERVICES
INSPECTION CARD MUST�BE ON JOB SITE 1
24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm)
Development Services cannot guarantee inspections on the date requested
MENT SERVICES Office: 530.538.7601 Fax: 530.538.7785 www.ButteCounty.net/dds
Permit No: B 17-2272 Issued: 9/25/2017
APN: 028-230-076
Address: 45 LIGHTHOUSE LN, BANGOR
Owner: LIGHTHOUSE FAMILY TRUST
Permit Type: SOLAR ROOF -RES
Description: ROOF MNT SOLAR (17.1 KW)
Flood Zone: None SRA Area: Yes
SETBACKS for Zonifig, AG, SRA, PW
Front: Centerline of Road:
t' t
Rear: SRA:
Street: AG:
Interior
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Inspection Type
IVR INSP DATE
Setbacks
131
Foundations / Footings
111
Pier/Column Footings
122
Eufer Ground
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above are Signed
Pre -Slab
124
Gas Test Underground/floor
404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Blocking/Underpining
+612
Tiedown/Soft Set System
;!611
Do Not Install Floor Sheathing or Slab Until Above Signed
ShearwallB.W.P.-Interior
134
ShearwallB.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
1417
Manometer Test
Do Not Install Siding/Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128
Gas Piping House
403
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed
Inspection Type
IVR INSP DATE
T -Bar Ceiling,'
1145
Stucco Lath
142
Plumbing Final
813
Fire Sprinkler Test or Final
702
Swimmin
Pools
Setbacks
131
Pool Plumbing Test
; 504
Gas Test
404
Pre-Gunite
:506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
503
Pre -Plaster
507
Manufactured Homes
Setbacks
:131
Blocking/Underpining
+612
Tiedown/Soft Set System
;!611
Permanent Foundation System
613
Underground Electric
; 218
Sewer
:407
Underground Water
1417
Manometer Test
:605
Continuity Test
`602
Skirting/Steps/Landings
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Length x Width:
Insignia:
t. .t ..x.,..3 ,,�p�SE�Y+.�„a..`1,� ;. Y.- t`t4 ..•... 4.... �.s-,. �• QW' r",, �.,�,.e.. .+}.
Permit Final
802
Electrical Final
803
Mechanical Final
809 +
Plumbing Final
813
Fire Sprinkler Test or Final
702
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
�l
" **PROJECT FINAL '
*Project Final is a Certificate of Occupancy fo sidential Only)
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED,'!YOU MAY AY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
r
i
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES,
BUILDING PERMIT .
24 HOUR INSPECTION (IVR)#:530.538.4365
OFFICE #: 530.538.7601 FAX#:530.538.7785
www.ButteCounty.net/dds r
r . t
.' �y"�^iii'... $ ....+ •ti'/,r;�.. ls4 'r -1 t. .,�t �. �f % arP
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.,; � A .. r� • . ;e �
Site Address: 45 LIGHTHOUSE LN
Owner:'
Permit No: B 17-2272
APN: 028-230-076
LIGHTHOUSE FAMILY TRUST
Issued Date: 9/25/2017 By DAH
Permit type:, MISCELLANEOUS
PO BOX 455
Subtype: SOLAR ROOF -RES
BANGOR; CA 95914
Expiration Date: 9/25/2018 '
i
Description:. ROOF MNT SOLAR (17.1 KW)
Occupancy:Zoning:
Contractor
Applicant:
Square Footage:
SOMMERS CONSTRUCTION
SOMMERS CONSTRUCTION
Building. Garage Remdl/Addn
P O BOX 455
P O BOX 455
0 0 0
BANGOR, CA 95914
BANGOR, CA 95914
Other `: P6rch/Patio Total
5306790235
5306790235
0 0 0
L'ICENSED CONTRAC,TOR,'S.DEC LARATIO.Nt.ER
1 . &W'3iEW:,1', OWNER /:'BUIL'DER
DECLARATION;;') # I'A.-"sat'j
Contractor (Name) State Contractors License No. / Class / Expires
•I hereby affirm under penalty of perjury that I am exempt from the Contractors' state License Law for
SOMMERS 857563 / B / 4/30/2019
'the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section
7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter,
,improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she pursuant to the provisions of the Contractors
HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i
State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
h Section
in full force and effect.
s Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. ,
X '
1 Any violation of Section 7031:5 by any applicant for a permit subjects the applicant to a civil penalty of
i
,not more than five hundred dollars ($500).):
Contractor's Signature Date
I, as owner of the property, or my employees with wages as their sole compensation, will
❑
do U all of or U portions of the work, and the structure is not intended or offered for sale
'ru/WORKERS':COMPENSATION,DECLARATION:;
'
(Section 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who, through employees' or personal effort, builds or improves the
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the followingdeclarations:
property, provided that the improvements are not intended or offered for sale. If, however, the
building or improvement is sold within one year of completion, the Owner -Builder will have the
E]I have and will maintain a certificate of consent to self -Insure for workers'
burden of proving that it was not built or
improved for the
compensation, issued by the Director of Industrial Relations as provided for by Section
purpose of sale.).
3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy
_
No.
I, as owner of the property, am exclusively contracting with licensed Contractors to
El
I have and will maintain workers' compensation insurance, as required by Section 3700 of
Construct the project (Section 7044, Business and'. Professions Code: The Contractors' State
License Law does not apply to an owner of property;who builds or improves thereon, and who
• the Labor Code, for the performance of the work for which this permit is issued. My workers
contracts for the projects with a licensed Contractor pursuant to the Contractors' State License
compensation insurance carrier and policy number are:
r
Law,),
Cartier. FYFMPT Policy Number: Exp. Date:
❑ I am exempt from licensure under the Contractors' State License Law for the following
I certify that, in the performance of the work for which this permit is issued, I shall not
❑
reason:
employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the workers'
X )
compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
provisions.
Owner's Signature Date
X
, + ,{r gib} 3x PERMIT -APPLICANT DECLARATION"
Signature Date
By my signature below, I certify to each of the following:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS
1 am L) a California licensed contractor or Uthe property owner' or (—) authorized to
act on the property owner's behalf**.
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES
I have read this construction permit application and the information I have provided is
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN
correct.
ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
I agree to comply with all applicable city and county ordinances and state laws relating
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
• to building construction.
I authorize representatives of this city or county to enter the above -identified property
for inspection purposes. California Licensed Contractor, Property Owner' or
Authorized Agent": 'requires separate verification form —requires separate
it ;CON_ $TRUCTION LEN DINGA'GEN,CY�DECL'ARATION k'Rj,
I hereby affirm under penalty of perjury that there is a construction lending agency for the
authorization form
performance of the work for which this permit is issued (Section 3097, Civil Code).
Lender's Name and Address
X
Name of Permittee [SIGN] Print Date
Lender's Name & Address City, State Zip
y{* ' y f ., i jua. 7 �Y �fii rcalt eY
r�i ;�: ] #•f�•,.trit3`df�h i � •r, .1� _� '�E; . , �. t� ..1._?. �3.�F�=FEE INFnI2MATION�
9•_ u+r1+' t e' as t jf if 3]�b•a
!4?tt�� '�t�:-...�t: i�;'�1 �,>i6tif:llrr,..s,,�!' :fes ,.''�'L; � €- 3 :!Na-�
Total Fees: $513.00 Fees Paid:
• Balance Due: (None) Job Value:
• t
' r•
i
S
.f .
i
$513.00
$56,187.00
i
i
STALATION •
STRUCTURAL CALCULATIONS for.:PV IN
r.ep4ret or,
- Sommers Construction -
r . "PO box 455. `
Bangor CA, 95914
530-520-3337
USER: Michael Robinson
COMPANY NAME: Sommers Construction
SRC'JOB ID: 201161
` JOB REPORT DATE: 201,7-09-08/Rev.B
JOB NUMBER: PAUL'SOMMERS
JOB NAME: Paul Sommers (AR -
JOB ADDRESS: 45 Lighthouse Lane
Bangor; CA 95914
ESajj0�1
LU 0.31672 m r .
a* 06/19. �
James A. Adams, S.E. E
Date:, 2017.09.20 08:14:36 -0700 -
Program Version: 2016-12-30:7
Contact Madams.@solar roof check comj 6.,0.05' .!8,605.
L ii -
COM NAITIEO' 'ASCE: 05-AB.C. 2009.-046T`A-P�066A9LEIN CA
DING' MB:,I.WIND4QNE:V���
LbAdzKd:`lC6` -#2:-.'DL,RF
t.:. DL LL .(.Cr?
• LOADING coMs .#3 DL RF ♦ DL SOLAR +WIN lo'; DOWN f
LOADING; 616MIl. 44;."-`bL'l AF-.+ - l'bb-.-!§bLAR:+ t -Now' --d;
L
9Vj-N6(4�*'i N ow D=
LOADING COMB #6 C
'CO $L!
LOAD ii*-.+ i*DL SoLAR.,
ZoNt
_LOAD OMBI
R.'E-F'-ERiV liti"S: Nis N 0$ LA
.6 (.CO' :f%)
STANDOFF
Size� FarmFactor'
.'C
25.
Xf.�d-
C04i
LOADING -COM
L RV -+ DL,-SoLAA.-+6)WinD DOWN Cti=l't6)-.
ZONE if
?,Cbii4
LOADING-Cbms.,#4:''
UAF -+'-DE +'SNOW CD 4 A
631
ING,
:+ (qD=
Zb. NE.l
Cd LL' 4-.::1'.25
LOADINQ COMB `#6
CHECK. SEISMIC FOR SELT. ALTERATIONS; ;
'LOADING COMB �-`-#7'.'J0.6)WIND!
'RF.+%DL
pZONE
R.'E-F'-ERiV liti"S: Nis N 0$ LA
Size� FarmFactor'
.'C
i -l. -.l.," C--,
lSjja"i:# 563' ,& 7ALSo
Xf.�d-
C04i
?,Cbii4
631
Cd LL' 4-.::1'.25
4 A3L j"-S4xio .. .'.49 900.
�
02xg
`73:1100.
L Fbi, �.60, P.*ii
2x12i3l�64.,;
aege3 oF's�'
.Use -:INPUT:.;
1. Ceiling Type:
None
2. Collar Tie Space:
0
3. Coverage %:
40
4. Frame Size:
2x6@48
5. Ground Snow (psf):
20
6. Vertical Snow Load on slope (psf):
18.97
7. Lag Screw Diameter (in):
1/4
8' Lag Screw Embedment (in):
1.5
9. Overall Span (ft):
40
10. PV Weight (psf):
3
11. Rafter Sloped Span (ft):
7.1
12. Rail System:
RailLess
13. Roofing Type:
Corr. Metal
14. Roof Mean Height (ft):
15
15. Roof Slope (degrees):
18.5
16. Roof Type:
Truss
17. Sloped Ceiling?:
No,
18. Standoff Max. Horz. Space (ft):
6.5
19. Standoff Max. Vert. Space (ft):
3.25
20. Standoff Staggered?:
No
21: Wind Exposure:
C
22. Wind Speed (mph):
110
23. wr = Weight of RoofType (psf):
2.50
24. wra = Weight of Rafter (psf):
0.50
25. we = Weight of CeilingType:
0
26. wcj = Weight of Ceiling Joists (psf):
0.65
27. s = Rafter spacing (ft.):
4.0.0
28. PV Orientation:
Landscape
P#jd '4.' i-:
SLOPED/VAULTED CEILING-- CARRIED;BY sy THE Tbp-'6fORD/KAFrER:
.-DL,
Amdtoad-top-Cord (Rs:fier)
Dt&dad'BcAthiu Chord (C
'FIAT CEILING CARRIED BY THE.',CE.lLING-JOtSTS.l'*•
btadload Top G&ord (Rafter)
22.00
Lb -c -
PL 4.60
wD-b P.
'tA:--'Horizon , tal,spadr!q x--.vprticoi SDa6nq_,.(pf)... 21.12
Factor-
'AssuOhe'Ro Roof i§f ls.�notoh-top: of 1.0
`:Sect: 6..5..7:.2,
pg. 26.
Cis 1.00
COMPONENTS 'AND CLADDING.:
Zone 1: N6i Wind 0ressbt'e. -P -4� NA
Zbn 2: Net Wirld Pressure:- 42 NA
A4juWt m'eht:Ridor" or Height -and 'Ezpasure - Figure.'6.Lj,�-pg-44: NA
ASCE 7-10:
Zdh".!: N..et'Wlhd.PrB,
19.40
Z
31.90
A:djUstintnt Faictof-for"'. HO§ht -.a . ftid"E-px'"i 1.21
os,
zNetWind.Pto drd..")(A-0j. Fpctpf-'(o 23.47
leme. up�'
Net Wind Pressure Adj. Factor 38.60
ZoM?2 Vp.-
16.00
:71
-nd P��s's"Ure..X-Ad. Factot
iOV)
P:Zonel:.dn
Nel wr..
wl.
P400 3 of a
Note: For *SCE 1-10 the wind forces hbve. bOen iiiultiph6d by -6.6
LoAvrNG'CO14B1KAT1ON*1L: WIND UPLIFT CoNmc-c-noN To RAFTER 7 ZONE 2
P, := TA x.(P4p . 6 x DL -solar x COS(0) ypint zone �1 261.47
P2 = TA x (Pup -.0-:x DLs6-lar, :X, -Cb!§(()) uplift Zbfiei 2 453.18
d= Diarn.111ag screws User Input 1/4
t= lb/Inch Withdrawal 'N'.DS -201.5- Talble',12.;2A, pg,. 7.7- 199.00
6= th''Oeided einbedmen't Into wi-bodUsdrInotit 1.50
w --Total Withdravvall.capac"
cavy-- x"t
id - 477.60
% 105.39
P:
Renusol MS -HP attachments also acceptable. Minimum (2) EJOT screws at all attachments in interior roof
zones, (3) screws when located within 4 ft. of eaves and ridges.
Ta6fe-3 represents the maXimurn Moment (M.= PL/a)
resultin''g frdrn.poliht loads (standoffs), any spans - (L) 11.1sted.
a= 4.19
-'-TAbha:3: (The, Moment Fador, aP; fbf-a2Aa&sVtterh), Table 3 (The Moment Ractor'ajbr Zep:or similar system)
Length'
-Staggered
pirtrait✓ Landscape..
Upstaggered"
PO n
Wri&4
Staggered
Pdr1–ri 1Landscape
-U'rfstaggered.
Landscape
.5-.00
.3.56';
432,
.2.90
1,
-5.Al.
5.00
L #�,V
3 8
4.19
S34
3A7:
'
.L"= 9
KH
:-234-,
.1.44
'L
-4.66'
4:60
4.*00
3'.,12,
:.L �=4w
2:77'.2L25
4.00
'7
2:48
't. 66ZWO
�Y-07
—4M,
L= 13'•
2461.
'Lj
-1.74•:
�L;4z'
0.90
L 13'
'4.0.0. 3."87
34'
.3
3:30,5.
ILS.
2:51-50'.
095
-4 iOd;
j,32
1.78
246
3 8,
-4,,jD0!
Z"
L F 47!
45J.
1.31.
A.I0.
L
-7
2.',. .4
2:350
1.57
0T
X=4—
4
.6.
L
2:45'
-idt
3.38
L 2P
2.22
1.14.
1-.46'
M62
L =-21'
Z.29
d
L L
Ra®e:6.,of P
Note: For AscE"7:?-'A0the--w1-nd forces-.- . have:.been•!m u lilpfied -b
y OX,
,C- (Ws1fiAT'1'Om V2: DL:RF--+'DL .SOLA 4-ROLL.:(!qp1.25) with 'LL= 19-98.psf
CbkszkATz-6m *M, ZONE: I D.L. RF DL S t W, -MD Down (C -i —1*.6)'
P3 TAx;�p+:DI'Sglarx,cos(0)J 262.90
L2 i
X.Ccis (a P3 is
576.95
X. Fli.'* C �12 3.33
00ind CLS
-W r
IF EQUAL *dbR MORE *HM 10.0%. CoUiE'qd pi4A�:OKI 227.13
Si.
C61481MATICON *4: DL RF + DL.!§oLAR-. -Skow(Cl D�15
.S- 7- " Sloped Rddf Sn.oW.*Load. (Otf) 18.97
A 61ar)
T 13L 464.12
vI wpLtit: x + P4 877.27
12
F XC
Sno4
E >� Crf Cd -:k - Ls
w., :!C
X,
A No 41� ';� IF EQUAL TQ:i)k--' 1DFtE:iU4i '100 107.36
�l M N Coo- COMPUMT OK
sr - 4F - ,
79.94P
63.38
2(wDLt��P.
NA
DL+
p
233.30
a
.tat--ioo
x -X -X -'COS
212.22
LL
-2 72,-...
7
m
2
NA
X.W.
+
445.53
1.2
S X,
XI -C . X' -C
3.29
OKI:#
IF EQUAL TO OR MCIRE'THAN 1QO*,o 'CODE COMPUANT;,OK'l
229.78
CbkszkATz-6m *M, ZONE: I D.L. RF DL S t W, -MD Down (C -i —1*.6)'
P3 TAx;�p+:DI'Sglarx,cos(0)J 262.90
L2 i
X.Ccis (a P3 is
576.95
X. Fli.'* C �12 3.33
00ind CLS
-W r
IF EQUAL *dbR MORE *HM 10.0%. CoUiE'qd pi4A�:OKI 227.13
Si.
C61481MATICON *4: DL RF + DL.!§oLAR-. -Skow(Cl D�15
.S- 7- " Sloped Rddf Sn.oW.*Load. (Otf) 18.97
A 61ar)
T 13L 464.12
vI wpLtit: x + P4 877.27
12
F XC
Sno4
E >� Crf Cd -:k - Ls
w., :!C
X,
A No 41� ';� IF EQUAL TQ:i)k--' 1DFtE:iU4i '100 107.36
�l M N Coo- COMPUMT OK
sr - 4F - ,
lkdtie: F-o'r A`Si-:E710ihe-wind,forces have .6een,muftipfied by
ILOADING C'CMMMATXGN_ 45:� ;t -ONE i DLRF-+.&L-."goLAR-+.7SWiNo+7SS'Now (d6=1
P,00`.A6Of snow LP;3, (OQ 18.97
X. -C-046 5:-+' TA,x 7:7) ,x
497.22
jL-2
974.02
- �,:P5
12. 5.62
Fb*,*.C_dw k..,Cfx, xWC
i!DQ% "oM'*E Cokp" 0 134.54
OK THAN UAO� KU
H
me. 'come i, tc
?-Jpsf` 12.15
'DL
'Pio� io
.p -Emi-6— D
,s ig,So 13.35
4001-x,
1 100. 9.88
,OTO,`�qg LESS.'•*Kjkg -10%',.0 -CO
':Sect; -3404..3-Alteratfons, (See. Exception):
Ttib MdRionbf -ft:sdlir Panift; M46tg the fol.16WA&
The-das�tgnstrength of -.roqui i
dt6fes!M:s6" t red &d.
The, seismic foi ce to any ezist't.ng toralJoAd.-,.carryingstroctural element not ttibstbhtiEilly,iridr43i.is,6d.,
No ne.w.laieril load -carrying structural ele!nprits abeing added.
are
'.Now nonstructural el6rTienit irb being connected tb.ejdstjng,sie6 C*tdre per th'apke-ir 16.-
Ak!to_tati6hs.-diD h6f ' tb.,strudtutal irregularities.'
....qeg ... _ _. . e.gu EMtjqs:.
Note For.A5CE,7 -wind i6r,.ces,�'h.�ave°.-6-,een.,rno tip led*.by &9,
jl&-.-��"-DU.SbtAR -W "0
I Can mno 40NEI ;6�-.
W N ;6 u6l P
4--- 9-1--illim
TA.'
*(' DLj 261.47
364.19
Mix Fig x .1 -C 2.10
1 C.- f..-.
.4'CODE-'�`RMP4A 359.81
IF EQUAL
Existing•d, efi . t jenc les -.which --.-jars un I known --and*:noi666servib'i6,,due. *io 4heir,,
alddlftldeWalfis�.& t�wAth-6d'b6h1hd
q ng concealed gypsym S
pq pn,,ar
On u j,e, . ;:..:f wo&:Thes6
calculations ®re fQr.the
"--."roof;fr3Mi69-"i6hsupports *-,t6o.,,new..'P-v.'mod,u
les".
These calculations 'd;not :lrclUd6-acomplete ldtotd inalysis"Ofthe building,
-
;.ju
"fth-0,4xi5i
�pe(ciahby O
N',
r -
MODULES: SunEdison MEMCP305ACC
INVERTERS: (1) SMA SB6.0-1SP-US-40 (240V)
SINGLE .LINE DIAGRAM (1) SMA SB7.7-1SP-US-40 (240V)
N I ; PV Inverters
N M
it (1) SMA SB7.7=1SP-US-40 (240V)
I i I
_ I CSMA RAPID SUB -PANEL
I - - - - ASHUTDOWN DC Disconnect (200A)
I
I' STRING COUNT: 3 I ; B C),,,,•6b
MODULE COUNT:32 , ' B 0,,,0—
L J .
0 200 AMP ,
240V -1 -Phase AN 2
175A De -Rated
Main Breaker
r-------------------------------- 40A I
r — — — — — — — — — — — - j\GROUND O
CONDUCTOR
--------
--- -
------- C
• � 30A EXISTING
N N I (1) SMA SB6.0-1SP-:US-40 (240V) -------- ---------,
e
I I
I I �
- - - - A-----, .
I GROUND
STRING COUNT: 3 I CONDUCTOR
MODULE COUNT: 24
L— — — — — — — — — — — J
Module Specifications
'. 56 x SunEdison MEMCP305ACC
STC Rating,
305 W
Vmp
36.3 V
Imp
8.41 A. .
Voc
45.4 V
Isc
9.05 A.
- Inverter.Specifications
SMA SB6.0-1SP-US-40 (240V)
SMA SB7.7-1SP=US-40 (240V)
Max AC Power Rating
6.05 W
7.7 kW
Max Input Voltage
480 V
•480 V
Min AC Power Rating
0 W
0 W
Min Input Voltage
220 V
270 V
6x
m a.
O
LLJ
00
V). U.
MAIN
m
I
m
------ m
� fV
GROUND I
CONDUCTOR 00z. (V
m
z
CL
a
N
Q
N ON
N L11
Ln :3 ON
L. o
E V
(6 N
Wire
Schedule
X� 0
0
m�Ln
00Lu
U
CONDUIT
aZZ
Q
-PV WIRE #10
Q0
v
6x
m a.
O
LLJ
00
V). U.
MAIN
m
I
m
------ m
� fV
GROUND I
CONDUCTOR 00z. (V
m
z
CL
a
N
Q
N ON
N L11
Ln :3 ON
L. o
E V
Ot
• V) 0�
•r .o
r _jrn
CL Rt m
a14-
�
N O
r -I 0:f
Wire
Schedule
TIER
CONDUCTOR
CONDUIT
A
1000V
-PV WIRE #10
1/2" EMC -
6x
#10 THHN CONDUCTORS
B
2x
#10 GROUND CONDUCTORS
3/4" EMC
4x
#8
THHN CONDUCTORS
C
3/4" EMC
1x
#8
GROUND CONDUCTORS
z
3x
#8
THHN CONDUCTORS
1.5" SCH. 40 .
D
X
1x
#8
GROUND CONDUCTORS
Ot
• V) 0�
•r .o
r _jrn
CL Rt m
a14-
�
N O
r -I 0:f
175A De -Rated
Main Breaker
O
30A EXISTING
N N I (1) SMA SB6.0-1SP-US-40 (240V) . ----------- ----,
I
I I
I
I I
q
I GROUND
STRING COUNT: 3 I CONDUCTOR
MODULE COUNT: -24 I.
L— — — — — — — — — — J
Module Specifications-
56�x SunEdison MEMCP305ACC
MODULES:
SunEdison*MEMCP305ACC
Vmp
SINGLE LINE
DIAGRAM
INVERTERS:..
(1) SMA SB6.0-1SP-US-40
SB7.7-1SP-US-40
(240V)
Isc
9.05 A
Min Input Voltage
(1) SMA
(240V)
— --- — — — — — — —
—
B
2x
I.
3/4" EMC -
--
---
------
---
---4--------,
C
3/4 EMC
1x
#8
GROUND CONDUCTORS
r4
H
I ;
#8
PV Inverters
1.5" SCH. 40
D
fV
M
1x
I
GROUND CONDUCTORS
(1)
SMA SB7.7-1SP-US-40 (240V)
I
I
I i
IMA RAPID
DC Disconnect
SUB -PANEL
(200A)
I - - - -
A
(SHUTDOWN
COUNT: 3
i
e
�
6_76/
STRING
;
c
MODULE COUNT:32
e
O�
L— — — — — — — — — — —r
--------
---------------------------------
I\
40A.
— — — — — — — — — — —
I-----------------------4-
—_----
i GROUND
CONDUCTOR
175A De -Rated
Main Breaker
O
30A EXISTING
N N I (1) SMA SB6.0-1SP-US-40 (240V) . ----------- ----,
I
I I
I
I I
q
I GROUND
STRING COUNT: 3 I CONDUCTOR
MODULE COUNT: -24 I.
L— — — — — — — — — — J
Module Specifications-
56�x SunEdison MEMCP305ACC
STC Rating.
305 W
Vmp
36.3 V
Imp
8.41 A
Voc
45.4 V
Isc
9.05 A
Inverter Specifications
SMA,SB6.0-1SP-US-40 (240V)
SMA SB7.7-1SP-US-40 (240V)
Max AC Power Rating
6.05 W
7.7 kW
Max Input Voltage
480 V
480 V
Min AC Power Rating
0 W
0 W
Min Input Voltage
220 V
270 V
6x
#10 THHN CONDUCTORS
200 AMP
240V -1 -Phase
MAIN
GROUND
CONDUCTOR
It
�r
m
,, L
XIt
UW opo
0 m #
M Ln U
00w
ZZ Q
oa0 0 U
a
O
V)6
W
�z
O0
mm
mm
mm
Q0
r -
(S)
I
CS)
nl
(V
f\j
m
z
CL
a
N
6
J
ci
N 61
N Lr)
N :3 Cr)
L Q
N 2 Q
E V
E +J
o
V1
r O
r J 0)
m q ca
Wire
Schedule
TIER
CONDUCTOR
CONDUIT
A
1000V
PV WIRE #10
1/2" EMC
6x
#10 THHN CONDUCTORS
B
2x
#10 GROUND CONDUCTORS
3/4" EMC -
4x
#8
THHN CONDUCTORS
C
3/4 EMC
1x
#8
GROUND CONDUCTORS
H
3x
#8
THHN CONDUCTORS
1.5" SCH. 40
D
X
1x
#8
GROUND CONDUCTORS
It
�r
m
,, L
XIt
UW opo
0 m #
M Ln U
00w
ZZ Q
oa0 0 U
a
O
V)6
W
�z
O0
mm
mm
mm
Q0
r -
(S)
I
CS)
nl
(V
f\j
m
z
CL
a
N
6
J
ci
N 61
N Lr)
N :3 Cr)
L Q
N 2 Q
E V
E +J
o
V1
r O
r J 0)
m q ca
MODULES: SunEdison MEMCP305ACC
INVERTERS.: (1) SMA SB6.0-1SP-US=40 (240V)
.SINGLE LINE'DIAGRAM (1) SMA SB7.7-ISP-US-40 (240V)
r— — — — — — — — — — -
-- --= ------ --- ---4--------,
N I ; PV Inverters
r—. fV M
I I ' (1) SMA SB7.7-1SP-US-40'(240V)
I
I I
I I iSMA RAPID SUB -PANEL .
I - — — - A SHUTDOWN DC Disconnect (200A)
I
i STRING COUNT: 3 I ; B 0�
MODULE COUNT 32 B C
IT
175A De -Rated
Main Breaker
200 AMP
00 m
240V -1 -Phase Lnot,Ln � 0
--- — — — — --- J
— — — — — — — — . — — — -
------- ----- -- --�- ------
I I
j\GROUND
� CONDUCTOR
(1) SMA SB6 0-1SP-US-40 (240V)
N
30A
-------- —
0
Or
EXISTING
'
'
Imp
mIXLn
0(J
--------
45.4 V
L — —
56 x SunEdison MEMCP305ACC
N
305 W
U�X
0. m
aN0
4
Imp
mIXLn
0(J
U
45.4 V
CL ZZ
Q
Min Input Voltage
Q 0,
U
N
mCL
'
O
N'
2 z
O0
mm
mm
mm
_ I I
STRING 'COUNT : 3 CONDUCTOR
I MODULE COUNT: 24 I
L— — — — — — —
Module Specifications
56 x SunEdison MEMCP305ACC
N
305 W
-STC-Rating
Vmp
NL
Imp
8.41 A
Voc
45.4 V
MAIN
9.05 A
Min Input Voltage
220 V
270 V
N
.. 'GROUND
'
B
2x
=_ CONDUCTOR
3/4" EMC
_ I I
STRING 'COUNT : 3 CONDUCTOR
I MODULE COUNT: 24 I
L— — — — — — —
Module Specifications
56 x SunEdison MEMCP305ACC
SMA SB7.7-1SP-US-40 (240V)
305 W
-STC-Rating
Vmp
36.3 V
Imp
8.41 A
Voc
45.4 V
Isc
9.05 A
Inverter Specifications
SMA SB6.0-lSP-US-40 (240V)
SMA SB7.7-1SP-US-40 (240V)
Max AC Power Rating
6.05 W
7.7 kW
Max Input Voltage
480 V
480 V
Min AC Power Rating
0 W
0 W
Min Input Voltage
220 V
270 V
N
.. 'GROUND
'
� �
Wire
m
I
TIER
CONDUCTOR
CONDUIT
A
1000V
�
1/2" EMC
N
.. 'GROUND
'
B
2x
=_ CONDUCTOR
3/4" EMC
4x
T
THHN CONDUCTORS
m
•
z
1x
#8
a
Z.
3x
a
THHN CONDUCTORS
1.5" SCH. 40
cu
W
1x
#8
6
N
ON
N
L(1
(A
:3
ON
L
O
N
2
Q
E
V
E-= -P
V) 0 L
r O
m It m
• O
0
Wire
Schedule
TIER
CONDUCTOR
CONDUIT
A
1000V
PV WIRE #10
1/2" EMC
6x
#10 THHN CONDUCTORS
'
B
2x
#10 GROUND CONDUCTORS
3/4" EMC
4x
#8
THHN CONDUCTORS
C
3/4 EMC
1x
#8
GROUND CONDUCTORS
Z.
3x
#8
THHN CONDUCTORS
1.5" SCH. 40
D
W
1x
#8
GROUND CONDUCTORS
E-= -P
V) 0 L
r O
m It m
• O
0
175A De -Rated
Main Breaker
O
30A EXISTING
I N N I (1) SMA SB6..0-1SP-US-40 (240V) --=----- --------
I
---- A
I GROUND
STRING COUNT : .3 CONDUCTOR
HF
MODULE COUNT: 24
— — — — — ----
Module Specifications
Module
56.x SunEdison MEMCP305ACC
MODULES:
SunEdison MEMCP305ACC
Vmp
LINE
DIAGRAM
INVERTERS:
(1) SMA SB60S_
�0 (240V)SINGLE
Isc
9.05 A
Min Input Voltage
() SMA .-1SP-US
(240V)
r- — — — — — — — — — —
— -
B
2x
#10 GROUND CONDUCTORS
3/4" EMC
4x
#8
cel
I ;
C
PV Inverters_
3/4 EMC
N
#8
M
H
3x
#8
THHN CONDUCTORS
1.5" SCH. 40
G D
(1)
SMA SB7..7-1SP-US-40 (240V)
#8
I
- — — -
I CSMA RAPID
A
DC Disconnect
SUB -PANEL
(200A)
SHUTDOWN
STRING COUNT:
;
B
6
.3
MODULE COUNT:32
I
I
B
C),
C
L— — — — — — — --- —
—J
r=------------------- ---
---------
N
40A
— —
GROUND
CONDUCTOR
175A De -Rated
Main Breaker
O
30A EXISTING
I N N I (1) SMA SB6..0-1SP-US-40 (240V) --=----- --------
I
---- A
I GROUND
STRING COUNT : .3 CONDUCTOR
HF
MODULE COUNT: 24
— — — — — ----
Module Specifications
Module
56.x SunEdison MEMCP305ACC
STC Rating
305 W
Vmp
36.3 V
Imp
8.41 A
Voc
45.4 V
Isc
9.05 A
Inverter Specifications
SMA SB6.0-1SP-US-40 (240V)
SMA SB7.7-1SP-US-40 (240V)
Max AC Power Rating
6.05 W
7.7 kW
Max Input Voltage
480 V
480 V
Min AC Power Rating
0 W
0 W
Min Input Voltage
220 V
270 V
6x
#10 THHN CONDUCTORS
200 AMP
2.40V -1 -Phase
MAIN
i
GROUND
T CONDUCTOR
�1
m
a1 N �
IQq Ln
0 .2
mWLn U
00 0 ui
ZZ Q
QO U
mr
a
O
U
00
cn U
mm
mm
mm
Q0
ti
m
m
M
N
C0
N
m
z
a
a
N
C
a
J
c -i
Q) rn
Ln Lf)
Ln :3 a)
L O
N 2 Q
E V
E +)
r O
r J 0
C
CL � m
> +J
CL- C
N °o
r. -i W
Wire
Schedule
TIER
CONDUCTOR
CONDUIT
A
1000V
PV WIRE #10
1/2" EMC
6x
#10 THHN CONDUCTORS
B
2x
#10 GROUND CONDUCTORS
3/4" EMC
4x
#8
THHN CONDUCTORS
C
3/4 EMC
1x
#8
GROUND CONDUCTORS
H
3x
#8
THHN CONDUCTORS
1.5" SCH. 40
G D
W
1x
#8
GROUND CONDUCTORS
�1
m
a1 N �
IQq Ln
0 .2
mWLn U
00 0 ui
ZZ Q
QO U
mr
a
O
U
00
cn U
mm
mm
mm
Q0
ti
m
m
M
N
C0
N
m
z
a
a
N
C
a
J
c -i
Q) rn
Ln Lf)
Ln :3 a)
L O
N 2 Q
E V
E +)
r O
r J 0
C
CL � m
> +J
CL- C
N °o
r. -i W