HomeMy WebLinkAboutB17-1116 039-440-011Setbacks
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
Blockin /Unde inin
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
417
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
Permit Final
802 b "
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Fire Sprinkler Test or Final
1. 702
Setbacks
131
T -Bar Ceiling
145
Stucco Lath
142
Swimming
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers 1
503
Pre -Plaster 1
507
Manufactured Homes
Setbacks -
131
Blockin /Unde inin
612
Tiedown/Soft Set System
611
Permanent Foundation S stem
613
Underground Electric
218
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Skirtin /Ste s/Landin s
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Length x Width:
Insignia:
Finals
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
"PROJECT FINAL (o
*Project Final is a Certificate oEOccupancy for (Residential Onlyf
PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
i
- BUTTE COUNTY -
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT ,
- 24 HOUR INSPECTION (IVR)#:530.538.4365
'ts • OFFICE #: 530.538.7601 FAX#:530.538.7785 ,
• CALIFORNIA • www.ButteCounty.net/dds "
PROJECT INFORMATION ;
�Y Site Address: 2661 HEGAN LN Owner: Pel rills N0: B 17-1116
APN: 039-440-011 FREDERICK LUGENBEEL
Permit type: 'MISCELLANEOUS PO BOX 4404 Issued Date: 6/5/2017 � •By' DAH '
Subtype: _ SOLAR ROOF-RES CHICO, CA 95927 Expiration Date: 6/5/2018
Description: , ROOF MNT SOLAR (12.68KW) 5308933618 Occupancy: Zoning: Sg 1`
Contractor fi: Applicant: r Square Footage:
OWNER BUILDER.'' , FREDERICK LUGENBEEL Building Garage Remdl/Addn
-0. 0 0 r
s PO BOX 4404
CHICO, CA 95927 Other Porch/'Patio Total
' 5308933618 0• 0 ,•0
LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION
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
OWNER BUILDER • / / 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, _
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 improve; demolish, or repair any structure, prior to its issuance, also requires the applicant for the
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i permit file a signed statement that or she licensed pursuant to the provisions of the Contractors
in full force and effect. � - � - State License
ense Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
• Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption.
y , Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of
not more than five hundred dollars ($500).): t }
Contractor's Signature Date ❑
1, 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
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 following declarations: 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
❑I have and will maintain a certificate of consent to self-insure for workers' burden of proving that it was not built or
compensation, issued by the Director of Industrial Relations as provided for by Section improved for the 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
❑construct the project (Section 7044, Business and Professions Code: The Contractors' Stale
I have and will maintain workers' compensation insurance, as required by Section 3700 of 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 theI p ro ects with a licensed Contractor pursuant to the Contractors' State License
ti+ -compensation insure nee carier.and policy number are: Law,). p 1 -
- Carrier. - Policy Number:_-_ Exp. Date:
_ • -❑ I am exempt from licensure under the Contractors', State License Law for the following ,
- reason: ,
ElI certify that, in the performance of the work for which this permit is issued, I shall not
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 PERMIT APPLICANT DECLARATION
Signature Date By my signature below, I certify to each of the following:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS I am U a California licensed contractor or L) the property owner` or L) authorized to
„ UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES act on the property owner's behalf**.
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN I have read this construction permit application and the information I have provided is,
ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN correct.
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. I agree to comply with all applicable city and county ordinances and state laws relating
to building construction. ti
I authorize representatives of this city or county to enter the above-identified property
CONSTRUCTION LENDING AGENCY DECLARATION for inspection purposes. California Licensed Contractor, Property Owner' or
Authorized Agent**: 'requires separate verification form "requires separate
y 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 -
ame of Permittee [SIGN] Print Date
Lender's Name & Address r . City State ip_T
¢' FEE INFORMATION
s Total Fees: $445.00 Fees Paid: $445.00 f
Balance Due: (None) Job Value: $10,000.00
fi It
-
i
'STRUCTURAL. CALCULATIONS for PV INSTALLATION ,
STEEL ROOF JOB
USER:
COMPANY NAME: Park Sheet Metal
SRC JOB ID: 19262 w
JOB REPORT DATE: 2017-01-04
JOB NUMBER: 17-PARKSHEET
Park Sheet Metal
JOB NAME:
2661 Hegan Lane
JOB ADDRESS: Chico; CA 95928
Q�OFESS/ON
51672
o m
Qc exp:06/17 z
R(IGTUR.
9rFOF L�F°�
Digitally'Signed by
James A. Adams, S.E.
'Date: 2017.01.05 0.8:21:46 -0800
Program Version: 11/27/2016
' i Cocitact; Jadams solar -roof -check; I Phone: 805.215.8665 '
4.' '' �'
t
r
Park Sheet Metal ,
SOLAR-�OOF-{{DHECa
IMUED THE RIGOROUS LOAD ANALYSIS
Roof Data
PV,Coverage = 30
Roof Type: Metal ZEE Purlins
' Roofing : Corrugated Steel
Ceiling Type: None
Ceiling (Attic / Vault) : Vauklt
Roof Slope = 5 deg
Mean Roof Height = 19 ft.
Framing Size : 8x3.5Z12
Framing Spacing= r 72 in.
Rafter Sloped Span 24.25 ft. (Clearspan)
Roof Loads t ti
Roof Dead Load ' Rafter Ceiling
` Roofing = 1.00. 0.0 psf
Sheathing 0.00 0.0 t-
'Framing = 1.00 0.0
Ceiling / Insul 0.50 0.0
r. Misc = 0.50. 0.0
DL= 3.00 0.0 psf
Walls DL = 5.3 psf
. v
Roof Live Load• RLL = 20.0 ',psf (no PV)
PV Dead Load y; PV =� 2.7 ' psf
Ground Snow • Load 0.0- .psf
PV . Data"
Max. Horz.=Space = 6 'ft.
Max. Vert. Space = 3, ft.
Support Trib. Area = 18 sq.ft. _
' Connection :Metal Roof base
Screw Dia. 0.3125 in. (JZ3 -See Attachment A)
Steel Thickness. = 0.1017 'in.
PV Orientation : Port y (Portrait / Landscape / Both)
Design Parameters,
Basic Wind Speed, V =` 110 mph
{ •. Wind Exposure C
{
l ,gnat
m�
t>oatgn
aa4rynlnsido°
�Raferenee
TA¢lureas (iml)
(a,) �
GThldmess' ('m)
Comer Rada' (inl
'Only Gauge No
�,Thiclmcsa'
f'
'
18
0.0179
0.0188
0.0843
29
X27
0.0269-.
30
0.0296
6.0312
6.0781
-.22
20-OrymaB
33 _.
0.0329 _
.0.0346.;
0.0764
20=Structural
43
0.0428-
0.0451
0.0712
=54��
0053800566^�
00849"16
E 68
0.0677
0.0713
01069
14
97
4� OA966.
01017
-
0.1 S25 a
1
118 •
01180'
,0.1242
0.1863+�
�
' 10
f'
•
r'
t30 =
16.00
• -
A + /`
a Park Sheet Metal - , SOLAR -ROOF CHECK
Page of 8
-� THE RI60ROuS LOAD ANALYSIS
.2
�_•
20
1.00
'T Snow LoadsChapter
r�
7: page 29
Flat Roof Snow load •
Section 7.3, page 29 ' ' -
_ jzr'= 0 7C�Cra;s (73-1) y
` ' Page 29
• a Pg 0.00 psf (Ground Snow)
,
Is = 1.00
Table 1.5-2, page 5.
,.
,Ct =. 1.00, thermal factor
;Table 7-3, page 30•
Ce = -'1.00: , exposure factor ;
Table 7-2, page 30
• ?Pf= 0 ,;psf
:,• t
Minimum Snow Load for Low -Sloped Roofs
Section 7.3.4, page 29
Where p is 20 ib/ft- (0.96 kN/ro) or less:
y
1.53
J3
Im ortance Factor timis
� i�
' '
Pagex� -
V4'bere ,� exceeds 20 ib/ft' /
A r'i29
t' k.
','(20 Ib/fe times Importance Factor}
1.19
'1b
JmU
... Pm -_ 0.00 psf
j
.1.62
'"1.87'
Sloped Roof Snow Loads
Section 7 4 page 31'
A:- i s (7.4-1)
Page 31
' - Cs = 1.00; ,'roof, slope factor
Table•7-3; page, 30
Ps 0 psf
,
Ps 0 psf Note: City of
Portland minimum design roof snow I '
L load is 20 psf + 5 psf rain on snow surcharge.
-Wind Design = Components and Cladding
Chapter 30 page 315;
- - Low Rise Building (Simplified) •
Section 30.5, page 319
t
`1�-`anrner3G!' (30.5-1)
Page 319
•
adjustment factor
',1.00,-
Figure 30.5-1, page 347 (below), ,
Kzt ,topo factor (1.0 for flat)
Section 26.8.2, page 254
{. ,.V.= 110 rhph~�
t30 =
16.00
-19.40 16:00 �
=31.90.
19.36.
-23.47 19.36
-38.60
Zone 1 Zone 2
Figure 30.5-1, page 346
s p ne
Adjustment Factor L 3
p net = for Buildin Height and Exposure, tr '
' ' a
!Plus and minus signs signify pressures.
m
+ i�•and away frosurface respectively
w'
Mean roof:
el
-
B
sure
C
-
13
15
1.00 -
1.21
:1.47
20
1.00
1.29
1.55
- '25
1.00
4.35
1:61'
.30
. -1.00
1.40.
- 1:66
�35
1.05
"9.45
1:70
40
1.09
.. 1.49
1.74
45
1.12.
1.53
1.78
:501
8150.61
55
1.19
'1b
JmU
'60
1:22"
.1.62
'"1.87'
` ,.' �
,.
h,ir
;
ori..
•
� .t }
.♦
Park Sheet Metal SOLAR40OF-CHECK
SWIM THE RI60ROus LOAD ANALYSIS
Check for the following Load Combinations:
Check #1: 0.6 Wind Uplift = 0.6 DL @ Standoff connections
Check #2: DL Rf + DL Solar on Framing
Check #3: DL Rf + DL Solar + 0.6 Wind Down on Framing
Check #4: DL Rf + DL Solar+ RLL or Snow on Framing
Check #5: DL Rf + DL Solar+ 0.45 Wind + 0.75 RLL or Snow
Check #6: 0.6 DL Rf + 0.6 DL Solar - 0.6 Wind Up on Framing
Check #7: SEISMIC
References: 2014 OSSC, IBC 2012, ASCE 7-10
SECTION
Staggered'
Portrait "Landscape .
unstaggered
Portrait 'Landscape
z 14•4;00.1
.11,=S"
Lo.6:
L =:7' •
a fl0
4.00 : 3:50
AXIS X -X
.�.,...4,QQ,,,.3i002z(i9
AXIS Y -Y
2.95
O X 8
GA
WEIGHT
.LB/LF
AREA
IN2
Ix
INS
Sx
INS
Rx
IN
ty
INS
Sy
IN3
Ry
IN
Z25
204'
1.19
L J=13
�'L 14
L = ] S'
2.61 1.88
Top Crd (no PV)
07,
1.74
0.30
1 X255
6 x 2.5 z
16
2.4534
0.72158
4.1433
1.3811
2.3962
1.237
0.4123
1.3093
O 76
14
12
3.0522
4.2387
0.89769 5.1248
1.2467 7.0351
1.7083
2.345
2.3893
2.3755
1.5253
2.0806
0.5096
0.6987
1.3035
1.2919
; IL
1.06,
0.42
�3_m5
8 x u z •
16
2.86
0.84118
8.0884
2.0221
3.1009
1.237
0.4123
1.2127
.14
12
3.5601
4.95
1.0471
1.4559
10.021
13.802
2.5053
3.4506
3.0936
3.079
1.525
2.081
0.5096
0.6987
1.207
1.1955
8 x 3.5Z
14-
12
4.0681
5.6613
1.1965
1.6651
12.367
17.063
3.0918
4.2657
3.215
3.2011
3.528
4.843
0.8836
1.2175
1.7172
1.7055
r
,t
s Page 2 of 8 '
IBC Equation 16-15
IBC Equation 16-8
IBC Equation 16-12 '
IBC.Equation 16-10
IBC Equation 16-13
IBC Equation 16-15
IBC Section 3404.4, page 564
'Table 3 represents the maximum .Moment (M = PLJa) .9.resulting from point loads (standoffs); for any spans (L) listed,
M=PUa
a= 1.00 Moment Factor - determined from Finite Element Modeling for Various Spans
.Table 3 fThe Moment Factor ;oat' fora 2 iW1 systeml
•Length.
Staggered'
Portrait "Landscape .
unstaggered
Portrait 'Landscape
z 14•4;00.1
.11,=S"
Lo.6:
L =:7' •
a fl0
4.00 : 3:50
..: ,. 3a,
3.72 12.50
.�.,...4,QQ,,,.3i002z(i9
3.60. 2-84
2.95
1.83
L = 9''
2.34 1:44
:3:03'' "259
F b = 21557
;.
L = 24.25 ft.
2.77.
Z25
204'
1.19
L J=13
�'L 14
L = ] S'
2.61 1.88
Top Crd (no PV)
07,
1.74
0.30
1 X255
3
.1.50
0.92:
0186
2.51 3»68
Zone 2 Wind Up
P W do = 348.5 #
67.
L = 1T
L =19'
r'-�- 20
L
2.43
145
1.31
O 76
2.38. 1:24
1.17
0.68
--ter
• -•- -r-�-�^-
,^ -.
L =.21'
2 2
; IL
1.06,
0.42
�3_m5
Check Framing
8x3.5Z12 @ 72
oc
S =
4.266 1in3
Fb =.3600q
psi
i
F b = 21557
;.
L = 24.25 ft.
wDLtc = 18 plf
Top Crd (Rafter)
wDLbc = 0 plf
Bot Crd (Ceiling)
wRLL = 120 plf
Top Crd (no PV)
TA = 18.0 sq.ft.
PV Supp Trib Area
P SL= 0.0 #
Snow point load
P W1 up = -422.5 #
Zone 1 Wind Up. '
P W2 up = -694.8 # '
Zone 2 Wind Up
P W do = 348.5 #
Wind Down
DL PV = 48.6 #
PV,Point Load .
Park Sheet Metal SOLAR—ROOF-CHECK Page 2 of 8
�. THE RIGOROUS LOAD ANALYSIS
Check #1: 0.6 Wind Uplift - 0.6 DL (cD Standoff connections Equation 16-15
P, = TA x _(pip = 0.6 x DI.Soar x cos(8) uplift Zone 9
( = TA x Pup 0,6 x::DL�or x cgs(e� uplift Zone 2
.TA=
Pup=
DL solar =
0=
P -
Zone 1
Zone 2
18.0
18.0
14.08
23.16
2.7
2.7
5
5
224.5
387.8
� p
Park Sheet Metal SOLAR—BOOF—CNECK Page 2 of 8
THE RIGOROUS LOAD ANALYSIS
Check #3: DL Rf + DL Solar + 0.6 Wind Down on Framing
Iia �. ti t K cc s(Ea x des;) p:.3 a
P3_= TA x (1?dn + DLSolat x cos (a)
wDLtc = 18 plf
L = 24.25 ft.
Pdn = 11.6 psf (asd)
DL solar = 2.7 psf
O = 5 deg.
TA = 18.0 sq.ft.
P3 = 257.503 #
- M3 = 7563 ft.#
Sr = (M3 x 12) / Fb
Sr = 4.21 in3 < 4.27 in3 OK
Check #3 PASSES!
Check #4: DL Rf + DL Solar+ RLL or Snow on Framing
12
�'I4DLtc x + P4 x x cos(9 j
s, a
:P� T.A:xCRLUS DLSolar)
wDLtc = 18 plf
L = 24.25 ft:
DL solar - 2.7 psf
0 = 5 deg:
TA = 18.0 sq.ft.
RLL = 0.0 psf (no RLL @ PV)
S 0.0 psf, sloped snow load
P4 = 48.6 #
M4 = 2492.2 ft.#
Sr=(M4x12)/Fb,
Sr = 1.39 in3 < 4.27 in3 OK
Check #4 PASSES!
Park Sheet Metal SOLAR -BOOP -CHECK Page 2 of 8
THE R16OROUS LOAD ANALYSIS
Check #5: DL Rf + DL Solar+ 0.45 Wind + 0.75 RLL or Snow
«VDLtc ;X S P� X LX cos (e )
a
P�:= TA x t i� x S + D1'SoYar� x:Cos (a) ( TA x _75 x p� j
wDLtc = 18 plf
L = 24.25 ft.
Pdn = 11.6 psf (asd)
DL solar = 2.7 psf
O = 5 deg.
TA = 18.0 sq.ft.
RLL = 0.0 psf
S_= 0.0 psf, sloped snow load
P5 = 205.231 #
M5 = 4987, ft.#
Sr = (M5 x 12) / Fb
Sr = 2.78 in3 < 4.27 in3 OK
Check #5 PASSES!
Check #6: 0.6 DL Rf + 0.6 DL Solar — 0.6 Wind Up on Framing
Ll L2
P7 x — (— R DLtc�x — x cos(8)
l a JJJ. . .
P6 = Tr4 pup 0.6. x DLS01ar x'cbS(Q) .
wDLtc = 10.8 plf
L = 24.25 ft.
PUP = ° ,14.1 psf (asd, zone 1)
DL solar = 2.7 psf
0 = 5 deg.
TA = 18.0 sq.ft.
P6 = -224.47 #
M6= 4653 ft.#
Sr = (M6 x 12) / Fb
Sr = 2.59 in3 < 4.27 in3 OK
Check #6 PASSES!
Park Sheet Metal SOLAR-ROOF-CRECK Page 2 of 8
THE RIGOROuS LOAD ANALYSIS
Check #7: SEISMIC
SEISMIC SUMMARY
Sect: 3404 .3 Alterations (See Exception): �
The addition of the Solar Panels. meets the following:
The,design-strength of existing elements required to resist seismic forces is not: reduced.
The seismic force to any existing lateral load -carrying structural element is not E:ubstantialfy increased -
!90, new lateral load -carrying structural elements are being added.
New nonstructural elements are being connected to existing structure per Chapter. 16.
Alterations do not create structural Irregularities.
y
E ,ADL. :_ DLR + Was wall 5.3 psf
Existing. DL 8.3 psf
b -
,ProposzdDL =tAL +.nLsoiax X"
Proposed DL 9.06 psf
` ProposedDL
Seismichicrease_ .= 300x.( - 100 '
`` Exisi�L J
Seismic Increase = 9.8 % < 10.0 % OK
Check #7 PASSES!
j
LIMITS OF SCOVE OF WORK AND UAhsn w
Existing dgficlonclet which are unknown end not observable due to their
being concealed Inside walls, or sandwlched behind gypsum board ceilings at
the time of inspection are not included in fhls scope of work. These
caiculations are for the roof :framing which supports the new PV modules.
These calculations do hot Include a complete lateral analysis of th s building.
"nor a predictlon of the life expectancy of the existing building.
Attachment A Page 1 of 2
EJCT
b0f Solar Fastening System - Technical Data Sheet
The following table shows an extract of the characteristic tensile forces of the EJOT Solar Fastening System related to
different screw -,in' depths in softwood, at the same time taking into consideration the duration of the load (k ,,w).
If required, EJOT offers the possibility to estimate your respective project through an initial sizing and this way gives a
recommendation for the optimal configuration and quantity of fastenings to be used. Nonetheless, this initial sizing does
not substitute the analysis by an approved structural engineer. ;
Characteristic load-bearing values in soft wood (Table 1)
Characteristic load-bearing values Nkv, (in Pound-foroe1b (Kilonewton kN)) for the EJOT Solar Fastening System..
-JA3'S6-8.0 z L (d=5116") in soft wood (strength class C24,: usage eIasi_2),
"Y Depending on the accumulated load duration and the screw -in-depth 6. '
Q y
c
co,
Standard
kmod = 0,6
Longer than 10 years.
(usually intrinsic weight)
Ib kN
Long
km= 0,7
6 months to 10
years
Ib (kN)
Medium
kmoo = 0,8
1 week to 6 months
(usuallysnow)
Ib kN
Short
km= 0,9
Shorter than 1
weekminute
{usually wind)
Ib (kN),
Very Short
kms _ 1,1.
Shorter than 1.
"Ib kN
1:260'
296.75 (1.32)
34621 (1.54)
395.66 (1.76)
445.12 (1.98)
544.04 (2.42)
1:575
370.93 (1.65)
431.63 (1.92)
494.58 (2.20)
555.28 (2.47)
678.92 (3.02)
1172
415.90 (1.85)
485.59 (2.18)
555.28 (2.47)
624.97 (2.78)
764.35 (3:40)
-1.890
-.445.112 :445.12 (1.98)
519.31 (2.31)
591.25 (2.63)
665.43 (2.96)
813.81 (3.62)
1.:969
463.11 (2.06)
539.54 (2.40)
615.98 (2.74)
694.66 (3.09)
847.53 (3.77);.
2.205,
519,31 (2.31)
604:74 (2.69)
690.16 (3.07)
777.84 (3416)
950.94 (4.23)
2 362
555.28 (2.47) , "
647.45 (2.88) .
739.62 (3.29)
831.79 (3.70)
1018.38 (4.53)
2.520
591.25 (2.63) .
690.16 (3.07)
789.08 (3.51)
888.00 (3.95)
1085.83 (4.83)
'2756k
647.45 (2.88)
=755,36 (3.36)
863.27 (3.84)
971.17 (4.32)
1186.99 (5,28)
2.835
665:43 (2.96)
,777.84 (3.46)
886.00 (3.95)
1000.40 (4.45)
1220.71 (543)
3:450,
739.62 (3.29)
863.27 (3.84)
986.91 (4.39)
1110:56 (4.94)
1357.85 (6.04)
3.347;
786:83 (3.50) '.:•
917.22 (4.08)
1049.86 (4.67)
1180.25 (515)
1441.03 (6.41)
3.465'
µ3.5431
813.81 (3.62)
950.94 (4.23)
1085.83 (4.83)
1220.71 (5,43)
1492.73 (6,64) '
831:79 (3.70)
971.17 (4.32)
1110.56 (4.94)
1249.94 (5.56)
1526.45 (6.79)
"3 780;
888.00 (3.95)
1036.37 (4.61)
1184.74 (5.27)
1333.12 (5.93)
1627.62 (7.24)
3.937 `
926.21 (4.12)
1079.08 (4.80)
1234,20 (5.49)
1387.07 (6.17)
-1697.31,(7,55)
4.09,511
962.18 (4.28)
1121.80 (4.99)
1283.66 (5.71)
1443.27 (6.42)
1764.75 (7.85)
_4.3311,
.1018.38 (4.53)
1186.99 (5.28)
1357.85 (6.04)
1526.45 (6,79)
1865.91 (8.30)
4.409.
.1036.37 (4.61).. -
1209.47 (5.38)
1382.58 (6.15) .
1555.68 (6.92)
:1899.64 (8.45)
4.724'
1110.56 (4.94)
1294.90 (5.76)
1481.49(6.59)
1665.83 (7.41)
2036.77 (9.06)
Conversion from metr'fc.to�imperial dimension units: It has -to be noted fhat,no responsibifl_ is tak"� a for. an_d a a
despite careful preparation. 'EJOT disciaims'all liabilityConversion of the datJ' ink kN (taken from the German_Technicai
Approvil Z!14.4532j'to Pound -force through httn:/hvww:convertworld:com/delkrafUPound=force.html
EJOr The Quality connection s
- 4
• Attachment A Page 2 of 2
EJOT
Characteristic values of the tensile and compressive strength NR,K (Pound -force lb (KiloneWton
kN)) of the EJOT Solar Fastening System JZ3-SB-8.0 x L in steel (Table 2) w
' r For intermediate substructure thicknesses, the NRX for the smaller component thickness must be taken.
In the case of thin (t,, s 0.079"). un -symmetrical (e.g. C or Z profiles) substructures,the characteirisfic load-
bearing values NRA must be reduced by 30%• 764.35 x 0.7 = 535#
' Conversion from methEF76,imperial•dimension units: It has to be.,noted•that no responsibi, is taken;forany data,
despite careful preparaUon�EJOT.disclaims all-liability:AConversion ofahe data in-kN'ttakeri from the G rman!Technieal
4pprovatZ=14.4-532), foto Poundforce through tion:/hvww.convertworld:comJde/kraftlPound force.html
Pre -drilling diametee in mm for profiled metal sheets and substructure (Table 3)
4 .
Thickness of the substructure s
Thickness of the steel substructure
r •
cn
SteelWood
0.059" (1.50 mm) 0.079" (2.00 mm) 0.118" (3.00 mm) a 0.158" (>- 4.00 mm)
w M
0:059"-< 0.197"
0.197" < 0.295" 0.295" < 0.394' '
Z 0.394"
z 1:260%-
N,,K[lb (kN))
494.58 (2:20)
764.35 (3.40)
1303.89 (5.80)
1528.70 (6.80)
JZS-S".0 x L
6.8 mm
' r For intermediate substructure thicknesses, the NRX for the smaller component thickness must be taken.
In the case of thin (t,, s 0.079"). un -symmetrical (e.g. C or Z profiles) substructures,the characteirisfic load-
bearing values NRA must be reduced by 30%• 764.35 x 0.7 = 535#
' Conversion from methEF76,imperial•dimension units: It has to be.,noted•that no responsibi, is taken;forany data,
despite careful preparaUon�EJOT.disclaims all-liability:AConversion ofahe data in-kN'ttakeri from the G rman!Technieal
4pprovatZ=14.4-532), foto Poundforce through tion:/hvww.convertworld:comJde/kraftlPound force.html
Pre -drilling diametee in mm for profiled metal sheets and substructure (Table 3)
4 .
Thickness of the substructure s
O C •
"�
r •
cn
SteelWood
w M
0:059"-< 0.197"
0.197" < 0.295" 0.295" < 0.394' '
Z 0.394"
z 1:260%-
.1.5<5.0mm ..
5.0<7.5mm 7.5...<10mm_
10 mm)
a32mrn)'
JZS-S".0 x L
6.8 mm
7.0 mm 7.2 mm
7.4 mm
-
JA3-S".0 x l
-
-
.55 mm
Pre -drilling diameter in the profiled metal sheets = Pre -drilling diameter in the substructure
Metric drill diameters are necessary for optima-! holdingtclamping characteristics! Metric drills have to be used not to
y void the warranty! '
J .
a
`EJOT Baubefestigungen GmbH EJOT Fastening Systems LP
'1n.derStockwiese 35 990o 58th Place,
D-57334 Bad Laasphe., Suite 100, Kenosha, Wisconsin
Germany 5314.4 USA'
phone +49 2752-908-0: ' ,' phone +1 262-612-3550
fax, +492752 9081731 4 fax +1 262-721-1245
e=mail• bau®ejot.de :. e-mail: info®ejot-usa.coin
Internet` www.pjot.com ` Internet:-vvvvw. ejot-usa.com'
EJOT* The Quality Connection'
JT
'
CUSTOMER INFORMATION
CLIENT NAME
Park Sheet Metal
'
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LnC
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ADDRESS:
2661 Hegan Ln
CITY:
Chico, CA 95928
PHONE:
530-518-8601
N
U
AH1:
Butte County
0
APN #
039-440-011
0
O
t
a
a APPLICABLE CODES
• 2014 NATIONAL ELECTRICAL CODE (NEC)
s
-
• 2016 CALIFORNIA ELECTRICAL CODE (CEC)
• 2016 CALIFORNIA BUIDLING CODE (CBC)
General Solar Specs
J
C
• 2016 INTERNATIONAL BUIDLING CODE (IBC)
N
{—I
O m
t N
• THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS AN UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES.
SCOPE OF WORK
. PER NEC, GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED AND BONDED TO AT THE SERVICE ENTRANCE. IF EXISTING SYSTEM IS
12.68kW Roof Mount with 39 CanadianSolar CS6X-325P modules and SMA
inverters
INACCESSIBLE, OR INADEQUATE, OR IS ONLY METALLIC WATER PIPING, A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE USED AT THE INVERTER
LOCATION CONSISTING OF A UL LISTED 8FT GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE CONDUCTORS SHALL BE NO LESS THAN #10 AWG
z
i
'AND NO GREATER THAN #6 AWG COPPER AND BONDED TO THE EXISTING GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM.
EACH MODULE WILL BE GROUNDED USING AN INTEGRATING GROUND SYSTEM.
SYSTEM INFORMATION•
4
-
• EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES,'EQUIPMENTS,-AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN
-
SYSTEM SIZE:
12.68kV1/
ACCORDANCE WITH 250.134 OR 250.136(A) REGARDLESS,OF VOLTAGE.
; PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL B&PROVIDED AS PER SECTION 110.26 NEC.
• ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY 2014 NEC. .
PV MODULE:
CanadianSolar CS6X-325P
RACKING:
IronRidge
INVERTER(S):
SMA .
• HEIGHT OF INTEGRATED AC/DC DISCONNECT SHALL NOT EXCEED 6'-7" PER NEC 240.24
AZIMUTH:
65°, 245°
. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL (OR
TILT:
50
INVERTER)IF SMALLER THAN #6 AWG COPPER WIRE PER NEC 250-64(B). THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR
MODULE COUNT:
39
SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT PER NEC 250.649(C).
MOUNTING:
Roof Mount
u.
ROOF:
Trapezoidal Metal Roof
TYPE.
Metal Girder
'
METER #
1009121174
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s i 6'0° O.C. 25'-" Max Span
0 u 51672 m 26 Gauge Sheathing
Q z Q . 2xP- 06117- z
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DtSigned by : Z Pudin typ.
james A. AdiJlms, S.E. 8"x312" 12 gauge
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EJOT CONNECTION
TO BUTLER PBR ROOF
%a" Attachment
Bolt "
L -FOOT ;
Butler PBR '
style Roof
FZD Sealing
(E) Purlin Washer
0T Self --SB 8 OX8p Tapping Srew
JZ3
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L
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.i e'-48 �f
CANADIAN SOLAR CS6X-325P
MODULES 325 wDC EACH
48.5 POUNDS EACH
EJOT JZ3 CONNECTION
TO IRONRInr=F Ypinn
Note: _
` Attachments spacing= 6'-0" TYP.
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SB 3000TL-US-22
DERATING OF MAIN BREAKER
CANADIAN SOLAR
_
V
UTILITY SOURCE = 175A
CS6X-325P
O
INVERTER DC
INVERTER
PV SOURCE = 50A
a
U
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RAPID
DISCONNECT
1
TOTAL OF SOURCES = 225A
0
SHUTDOWN
7)
N
RATING OF MAIN SERVICE = 200A
L
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120% OF 200A = 240A
AC
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3
Single Line
5 CONNECT PV SYSTEM ON LOAD
9 I
•% G
•
SIDE OF MAINS TO CIRCUIT
+
+—
+
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r
— — —
—
—
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NEC 690.64
-.
41
+
+
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GF DI
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----------------------J
SMA
SB 6.0-1 SP -US -40
i
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INVERTER DC
INVERTER
I
10
•
RAPID
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T175,
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-
+
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0
-----------
— — — — — —
— — —
}
Main Service Panel
load Center = w 120240V %.3W,
0
120240V, 10, 3W
NOTE: SEE NEXT SHEET FOR WIRE/ITEM CALLOUTS
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Diagram
•% G
INVERTER 1 SPECIFICATIONS
DC SOURCE INFORMATION
Manufacturer
ASHRAE DATA
SMA
Model #
SB 3000TL-US-22
Nominal AC Power
3000
W
Nominal Output Voltage
240
VAC
Number of Phases
1
PH
Nominal Output Current
12.50
� A
AC OCP Rating
15
A
Max. Array Input Voltage
600
� VDC
MPPT Min at Full Power
MODULES CONNECTED TO INVERTER 1
13
MODULES
500
VDC
Inverter Efficiency
Number of Modules Connect . �__.....-..._...--- ............:•
Connected to Inverter
p
....,._........._...___.,_
13
y,
MODULES
CEC Rating of Modules Connected to Inverter
0.00
kW
CEC Rating of Modules Connected to Inverter
7.50
kW
Temperature Coefficient of Pmax
-0.41
�o / °C
Temperature Coefficient of Voc
-0.0031
�o / °C
Temperature Coefficient of Isc
0.053
�o / °C
MAXIMUM SYSTEM VOLTAGE
ecient of Voc)
-0.0031
o/`C
VMAX Per Module
49.45
MODULES CONNECTED TO INVERTER 2
26
MODULES
MODULES
VSTRING MAX = NMAX x VMAX
PV -1
Voltage of Maximum String Size
445.0
494.5 V
14.59
0.82
0.8
17.80
#10
PV Wire
1
35
#30
� 3/4" EMT
333.0
8.78
30
approx
0.75
4
PV -2
PV -2
494.5
11.68
14.59
0.82
0.8
17.80
#10
PV Wire
1
35
#10
3/4" EMT
370.0
8.78
25
approx
0.43
5
INV 1
L1,L2,N
240.0
12.50
15.63
0.82
1.0
15.63
#8
THWN-2
1
50
#SO
3/4" EMT
240.0
12.50
15
approx
0.11
6
INV 2
LI,L2,N
240.0
25.00
31.25
0.82
1.0
31.25
#8
THWN-2
1
50
#10
3/4" EMT
240.0
25.00
15
approx
0.22
7
SUB OUT
L1,L2,N
240.0
37.50
46.88
0.82
1.0
46.88
#8
THWN-2
1
50
#10
3/4" EMT
240.0
37.50
15
approx
0.33
Total number of PV Modules
39
MODULES
Numher of modules in largest String
1.0
MQ9uLE5
TOTAL CEC RATING OF SYSTEM
7.50
kW
MAXIMUM NUMBER OF MODULES PER STRING
VMAX = VOC + ((T_low
TREE) x aVOC)
VOC
45.5
V
T_low (ASHRAE Low Design Temp.)
_3
°C
TREE (Cell Temperature at STC)
25
°C
aVOC (Temp. Coeff
'
- CONDUCTOR AND
CONDUIT SCHEDULE (COPPER)
-
VDROP SCHEDULE
INVERTER 1 SPECIFICATIONS
Circ. Name
Manufacturer
ASHRAE DATA
SMA
Model #
SB 3000TL-US-22
Nominal AC Power
3000
W
Nominal Output Voltage
240
VAC
Number of Phases
1
PH
Nominal Output Current
12.50
� A
AC OCP Rating
15
A
Max. Array Input Voltage
600
� VDC
MPPT Min at Full Power
125
VDC
MPPT Max at Full Power
500
VDC
Inverter Efficiency
Number of Modules Connect . �__.....-..._...--- ............:•
Connected to Inverter
p
....,._........._...___.,_
13
y,
MODULES
CEC Rating of Modules Connected to Inverter
0.00
kW
CEC Rating of Modules Connected to Inverter
7.50
kW
Temperature Coefficient of Pmax
-0.41
�o / °C
Temperature Coefficient of Voc
-0.0031
�o / °C
Temperature Coefficient of Isc
0.053
�o / °C
MAXIMUM SYSTEM VOLTAGE
ecient of Voc)
-0.0031
o/`C
VMAX Per Module
49.45
V
Number of modules in largest string
10
MODULES
VSTRING MAX = NMAX x VMAX
PV -1
Voltage of Maximum String Size
445.0
494.5 V
INVERTER 1 SPECIFICATIONS
Circ. Name
Manufacturer
ASHRAE DATA
SMA
Model #
SB 3000TL-US-22
Nominal AC Power
3000
W
Nominal Output Voltage
240
VAC
Number of Phases
1
PH
Nominal Output Current
12.50
� A
AC OCP Rating
15
A
Max. Array Input Voltage
600
� VDC
MPPT Min at Full Power
125
VDC
MPPT Max at Full Power
500
VDC
Inverter Efficiency
Number of Modules Connect . �__.....-..._...--- ............:•
Connected to Inverter
p
....,._........._...___.,_
13
y,
MODULES
CEC Rating of Modules Connected to Inverter
0.00
kW
INVERTER 2 SPECIFICATIONS
Circ. Name
Manufacturer
ASHRAE DATA
SMA
Model #
SB 6.0 -ISP -US -40
Nominal AC Power
6000
W
Nominal Output Voltage
240
VAC
Number of Phases
1
PH
Nominal Output Current
25
q
AC OCP Rating
q0
q
Max. Array Input Voltage
600
VDC
MPPT Min at Full Power
100
VDC
MPPT Max at Full Power
550
VDC
Inverter Efficiency
97
%Number
of Modules Connected to Inverter
26
MODULES
CEC Rating of Modules Connected to Inverter
7.50
kW
DESIGN TEMPERATURES
Circ. Name
Circ.
Conductor
ASHRAE DATA
Load(A)
Lowest Expected Temperature
Tamb
_3
Conductor Required
Ampacity (A)
°C
Average High Temperature
Conductor
Ampacity
41
CONDUIT
°C
PV MODULE SPECIFICATIONS
Manufacturer
a
CanadianSolar
Model#
CS6X-325P
PMAX (Nominal Output)
325
W
VMP (Voltage at Pmax)
37.0
V
IMP (Current at Pmax)
g,78
q
VOC (Open Circuit Voltage)
45.5
V
ISC (Short Circuit Cw'rent)
9.94
A
NOTC
25
°C
Temperature Coefficient of Pmax
-0.41
�o / °C
Temperature Coefficient of Voc
-0.0031
�o / °C
Temperature Coefficient of Isc
0.053
�o / °C
MAXIMUM SYSTEM VOLTAGE
1000
VOLTS
Module PTC Rating
297,5
W
ID#
Circ. Name
Circ.
Conductor
Voltage(V)
Load(A)
Ampacity for
OCP (A) (Load
x 1.25)
Tamb
Raceway
Conductor Required
Ampacity (A)
Conductor Size &Type
# of Runs
per Phase
Conductor
Ampacity
Copper
E.G.0
CONDUIT
Voltage(V)
Amperage(
A)
LENGTH
1 WAY
a
Voltage Drop
(9'0)
1
PV -1 String
PV +/-
445.0
11.68
14.59
0.82
1.0
14.59
#10
PV Wire
1
35
#10
N/A
333.0
8.78
.60
approx.
0.75
2
PV -2 String
PV
494.5
11.68
14.59
0.82
1.0
14.59
#10
PV Wire .
1.
35
#10
N/A
370.0
8.78
60
approx
0.43
3
PV -1
PV -1 +/-
445.0
11.68
14.59
0.82
0.8
17.80
#10
PV Wire
1
35
#30
� 3/4" EMT
333.0
8.78
30
approx
0.75
4
PV -2
PV -2
494.5
11.68
14.59
0.82
0.8
17.80
#10
PV Wire
1
35
#10
3/4" EMT
370.0
8.78
25
approx
0.43
5
INV 1
L1,L2,N
240.0
12.50
15.63
0.82
1.0
15.63
#8
THWN-2
1
50
#SO
3/4" EMT
240.0
12.50
15
approx
0.11
6
INV 2
LI,L2,N
240.0
25.00
31.25
0.82
1.0
31.25
#8
THWN-2
1
50
#10
3/4" EMT
240.0
25.00
15
approx
0.22
7
SUB OUT
L1,L2,N
240.0
37.50
46.88
0.82
1.0
46.88
#8
THWN-2
1
50
#10
3/4" EMT
240.0
37.50
15
approx
0.33
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NEC 690.64, 705.12(4)
MAIN SERVICE PANEL -
NEC 690.64, 705.12(4)
MAIN SERVICE PANEL
PHOTOVOLTAIC SYSTEM
AC DISCONNECyT
OPERATING. CURRENT:375 AMPS
`OPERATING VOLTi4GE:240VOLTS
NEC 690.14(2)
AC DISCONNECT
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• e • •• • - r� v�
R ,
. r _ • All interior and exterior conduit, raceways, enclosures, and cable assemblies at turns
° ' F above and/or below penetrations to be labeled every 10'.
NEC 690.53
DC DISCONNECT/ INVERTER
RMA SRR n_1 SP -1 I.R-An
PHOTOVOLTAIC POWER SOURCE RATER PER INVERTER
OPERATING CURRENT: 26.3 aMPS
OPERATING VOLTAGE: 370:0 VDC
MAXIMUM SYSTEM: VOLTAGE: 494.5 .VDC
SHORT CIRCl117 CURRENT 2$•0 AMPS
gxiI• •Ile ?
DC DISCONNECT/ INVERTER
UUARNING•
4.
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• e • •• • - r� v�
R ,
. r _ • All interior and exterior conduit, raceways, enclosures, and cable assemblies at turns
° ' F above and/or below penetrations to be labeled every 10'.
NEC 690.53
DC DISCONNECT/ INVERTER
RMA SRR n_1 SP -1 I.R-An
PHOTOVOLTAIC POWER SOURCE RATER PER INVERTER
OPERATING CURRENT: 26.3 aMPS
OPERATING VOLTAGE: 370:0 VDC
MAXIMUM SYSTEM: VOLTAGE: 494.5 .VDC
SHORT CIRCl117 CURRENT 2$•0 AMPS
gxiI• •Ile ?
DC DISCONNECT/ INVERTER
UUARNING•
ELECT
RIC'SHOCK-HAZARD.
TH DC
CONDUCTORS�OF�THIS
PHOTOVOLITAIC-SYSTEM
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AND
MAY'BENERGIZED
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ELECTRIC'SHOCKHAZARD
DO NOT TOUCH TERMINALS
TERMIANLSON EAND
LOAD SIDES'MA BELE RGIZED
IN THE OPEN'POSITION
• ';T
NEC 690.12, NEC 690.56,
4 ' SOLAR LOAD CENTER - NEC 690.35 (F) 4 ♦ MAIN SERVICE PANEL.
�} '.. A; LOCATED ON J -BOX / COMBINER BOX _
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performance: 96.0 %
PTC
0
High PTC rating of up to 91.97%
Temp. Coefficient (Isc)
IP67junction box for,long-term
` tP67
weather endurance
0 **ir
-Heavy snow load up to 5400 Pa,
1n
CanadianSolar ;
• Under Nominal Operating Cell Temperature (NOCT), irradiance of 800 W/m1,
.**�r
;.i4 ..
f0
a
- PERFORMANCE AT LOW IRRADIANCE
pgRTNER SECTION -
Outstanding performance at low irradiance, average relative
efficiency of 96.0 % from an irradiance of 1000 W/m2 to 200
O
W/m2 (AM 1.5, 25°q.
O
xr
The specification and key features described in this datasheet may deviate slightly and
L
are not guaranteed. Due to on-going Innovation, research and product enhancement -
-
Canadian Solar Inc. reserves the right to make any adjustment to the Information
U
_
described herein at any time without notice. Please always obtain the most recent
version of the datasheet which shall be duly Incorporated Into the binding contract made
.-
bythe parties governing all transactions related to the purchase and sale of the products
.......:.............. .......:................................ .........................................
�. 'C�'M� ..4 "C '1�r.. ♦a 4+
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MAXPOWER
CS6X-310131513201325P
The high quality and reliability of Canadian Solar's
modules is ensured by 15 years of experience in
module manufacturing, well -engineered module
design, stringent BOM quality testing, an
automated manufacturing process and 100% EL
testing.
KEY FEATURES
TEMPERATURE CHARACTERISTICS
+
Excellent module efficiency of
Data
up to 16.94 %
SOutstanding
low irradiance
Opt. Operating Voltage (Vmp) 33.2 V 33.4 V 33.6 V 33.7 V
performance: 96.0 %
PTC
0
High PTC rating of up to 91.97%
Temp. Coefficient (Isc)
IP67junction box for,long-term
` tP67
weather endurance
0 **ir
-Heavy snow load up to 5400 Pa,
1n
wind load up to 2400 Pa
25 linear power output warranty
years
10 product warranty on materials
years and workmanship
MANAGEMENT SYSTEM CERTIFICATES*
ISO 9001:2008 / Quality management system
ISO/TS 16949:2009 / The automotive industry quality management system
150 14001:2004 / Standards for environmental management system
OHSAS 18001:2007 / International standards for occupational health & safety
PRODUCT CERTIFICATES*
IEC 61215 / IEC 61730: TUV-Rheinland / VDE / KEMCO / MCS / CE / CEC AU / INMETRO
UL 1703 / IEC 61215 performance: CEC listed (US)
UL 1703: CSA / IEC 61701 ED2: VDE / IEC 62716: VDE / IEC 60068-2-68: SGS
Take -e -way / UNI 9177 Reaction to Fre: Class 1 ,
p �t �sP�S C E BUw �e� .RE -�
• As there are different certification requirements in different markets, please contact
your local Canadian Solar sales representative for the specific certificates applicable to ,
the products In the region In which the products are to be used.
j
CANADIAN SOLAR INC. is committed to providing high quality
solar products, solar system solutions and services to customers
around the world. Asa leading PV project developer and -
manufacturer of solar modules with over 15 GW deployed around
the world since 2001, Canadian Solar Inc. (NASDAQ: CSIQ) is one of
the most bankable solar companies worldwide.
.......................................................................................................................................................................................................:............................
-CANADIAN SOLAR INC.
545 Speedvale Avenue West, Guelph, Ontario N1 K 1 E6, Canada, www.canadiansolar.com, support@canadiansolar.com -
ENGINEERING DRAWING (mm) CS6X-320P / I-V CURVES
Rear View Frame Cross Section A -A A A10 so
1 v'
9.
r 35 - 8-�...-_.- _.- 8
i f ,
rwndin
hole4 _._. _.._......_.._ _.__. .._. _.. 4 .....___._.... .. __..._
' gg gg Middle
a 7 ber 2-05
].-......... _.....__... _....-._..._._. 2
n
_ o u v 0 v
811 <7 A - " Mounting Hole ` y 5 10 15 20 25 30 35 40 45 5 10 15 20 25 30 35 40 45 50
Mwnling 7
hole 7000 W/m5'C ■
R •
M VIM,
932 _ 600 W/m, 45-C 0
982 - 400 W/m, 65-C ■
ELECTRICAL DATA I STC* MECHANICAL DATA
CS6X 310P 315P 320P - 325P Specification Data
Nominal Max. Power (Pmax) 310 W 315W 320 W 325 W Cell Type Poly -crystalline, 6 inch
Opt. Operating Voltage (Vmp) 36.4 V 36.6 V 36.8 V 37.0 V Cell Arrangement 72 (6x 12)
Opt. Operating Current (Imp) 8.52A 8.61 A 8.69A 8.78A Dimensions 1954 x 982 x 40 mm
Open Circuit Voltage (Voc) 44.9 V 45.1 V 45.3 V 45.5 V (76.9x38.7x 1.57 in)
Short Circuit Current (Isc) 9.08 A 9.18 A 9.26 A 9.34 A Weight 22 kg (48.5 lbs)
Module Efficiency 16.16% 16.42% 16.68% 16.94% Front Cover 3.2 mm tempered glass
Operating Temperature -40*C - +85eC Frame Material Anodized aluminium alloy
Max. System Voltage 1000 V (IEC) or 1000 V (UL) J -Box IP67, 3 diodes
Module Fire Performance TYPE 1 (UL 1703) or Cable 4 mm2 (IEC) or 4 mm2 & 12 AWG
_ CLASS C (]EC 61730) 1000V (UL), 1150 mm
Max. Series Fuse Rating 15A _ Connector _ _ T4-1000V_or_PV2 series
Application Classification Class A Per Pallet 26 pieces, 620 kg (1366.9 lbs)
Power Tolerance 0-5W Per Container (417 HQ) 624 pieces
*under standard Test Conditions (STC) of irradlance of 1000 W/m', spectrum AM
1.5 and cell temperature of 25"C.
ELECTRICAL DATA I NOCT* •
TEMPERATURE CHARACTERISTICS
CS6X 310P 315P 320P 325P
Specification
Data
Nominal Max. Power (Pmax) 225 W 228 W 232 W 236 W
Temp. Coefficient (Pmax)
-0.41 % / 4C
Opt. Operating Voltage (Vmp) 33.2 V 33.4 V 33.6 V 33.7 V
Temp. Coefficient (Voc)
-0.31 % / *C
Opt. Operating Current (Imp) 6.77 A 6.84 A 6.91 A 6.98 A -
Temp. Coefficient (Isc)
0.053 % / *C
Open Circuit Voltage (Voc) 41.3 V 41.5 V 41.6 V 41.8 V
Nominal Operating Cell Temperature
45±2 *C
Short Circuit Current (Isc) 7.36 A 7.44 A 7.50 A 7.57 A
1n
• Under Nominal Operating Cell Temperature (NOCT), irradiance of 800 W/m1,
• -
Spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s.
f0
-
- PERFORMANCE AT LOW IRRADIANCE
pgRTNER SECTION -
Outstanding performance at low irradiance, average relative
efficiency of 96.0 % from an irradiance of 1000 W/m2 to 200
O
W/m2 (AM 1.5, 25°q.
O
xr
The specification and key features described in this datasheet may deviate slightly and
L
are not guaranteed. Due to on-going Innovation, research and product enhancement -
-
Canadian Solar Inc. reserves the right to make any adjustment to the Information
U
_
described herein at any time without notice. Please always obtain the most recent
version of the datasheet which shall be duly Incorporated Into the binding contract made
.-
bythe parties governing all transactions related to the purchase and sale of the products
.......:.............. .......:................................ .........................................
described herein.
00
Caution: For professional use only. The installation and handling of PV modules requires
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professional skills and should only be performed by qualified professionals. Please read the
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safety and installation instructions before using the modules.
projects built with this module
t.............................................................................:....................................................................................................................
CANADIAN SOLAR INC. July 2016. All rights reserved, PV Module
Product Datasheet V5.51 _EN
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Datasheet
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SUNNY BOY 300071 -US / 3800T4U5 /4000TL-US
5000T4U5 / 60007E -U5 / 7000T4U5 / 77007E -US D
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THE WOR. YS ONLY
SECURE POWERSUPPLW pal
_C OMus
1ntertek
.
Gertthed' , Innovative' s Powerful' - Flexible y7.7777777
• _UL 1741 and 16998 compliant Secure Power Supply provides s ; , � � 97 6% maximum e4iciency ' - Two MPP trackers prowde 't-
-"• Integrated ASCI meets the require- • - daytime poxwer uring,96 cTuloges. A -Wide input voltoge range - numerous design options-
ments'of NEC 2011 X690 11 _ • Sliade-management with OphTrac - • Extended operating'
.N�.. 'Globpl Peok MPP tracking temperature'ronge
SUNNY BOY 3000TL-US / 380OTL-US /4000TL-US /
5000TL-US / 6000TL-US-/ 7000TL-US / 7700TL-US
Setting new heights in residential inverter performance
The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/7000TL-US/7700TL-US represents the next
step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum
power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and
OptiTroem Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power
PaEtN r"Fob Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative
F
} « features make the Sunny Boy TL -US series the first choice among solar professionals.
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A NEW GENERATION OF INNOVATION
THE SUNNY BOY Tl -US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY.
Tronsformedem design in all types of climates and for longer periods of Leading monitoring
time than with most traditional string inverters. and control solutions
The Sunny Boy 3000TL-US / 380OTL-US
/ 4000TL-US / 5000TL-US / 6000TL-US /
7000TL-US / 770OTL-US ore transformerless
inverters, which means owners and installers
benefit from high efficiency and lower weight.
A wide input voltage range also means the
inverters will produce high amounts of power
under a number of conditions.
Additionally, tronsformerless inverters have
been shown to be among the safest string
inverters on the market. An industry first, the TL -
US series has been tested to UL 1741 and UL
1699B and is in compliance with the arc fault
requirements of NEC 2011.
Increased energy production
OptiTrocTM Global Peak, SMA's shade -
tolerant MPP tracking algorithm,quickly
adjusts to changes in solar irradiation, which
mitigates the effects of shade and results in
higher total power output. And, with two MPP
trackers, the TL -US series can ably handle
complex roofs with multiple orientations or
string lengths.
An extended operating temperature range of
-40 aF to +• 140 *F ensures power is produced
Toll Free +1 888 4 SMA USA
www.SMA-America.com
Secure Power Supply
One of many unique features of the TL -US
residential series is its innovative Secure
Power Supply. With most grid -tied inverters,
when the grid goes down, so does the solar -
powered home. SMA's solution provides
daytime energy to a dedicated power outlet
during prolonged grid outages, providing
homeowners with access to power as long as
the sun shines.
Simple installation
As a transformerless inverter, the TL -US
residential series is lighter'in weight than
its transformer -based counterparts, making
it easier to lift and transport. A new wall
mounting plate features anti-Iheft security and
makes hanging the inverter quick and easy. A
simplified DC wiring concept allows the DC
disconnect to be used as a wire raceway,
saving labor and materials.
The 380OTL-US and 770OTL-US models allow
installers to maximize system size and energy
production for customers with 100 A and 200
A service panels.
The new TL -US residential line features more
than high performance and a large graphic
display. The monitoring and control options
provide users with an outstanding degree of j
flexibility. Multiple communication options
allow for a highly controllable inverter
and one that can be monitored on Sunny 1
Portal from anywhere on the planet via an
Internet connection. Whether communicating
through RS485, or SMA+s new plug -and -play
WebConnect, installers can find an optimal
solution to their monitoring needs.
Wide Power Class Range
Whether you're looking For a model' to
maximize a 100 A service panel or trying
to meet the needs of a larger residential PV
system, the Sunny Boy Tl -US with Secure
Power Supply has you covered. Its wide`
range of power classes -from 3 to 7.7 kW- e
offers customers the right size for virtually any
residential application. The TL -US series is not
only the smartest inverter on the planet, it's also
the most flexible.
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Reduce costs across your entire residential business model
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The residential PV market is changing rapidly, and we understand that your bottom line matters more than ever. That's
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• Optimal system reliability with •Engineered for Sunny Boy -US and • UL -Certified and:compliom •.Incorporated juriction.box reduces
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RAPID SHUTDOWN SYSTEM
Cost-effective system compliance
The SMA Rapid Shutdown System is the most cost-effective way to achieve 2014 NEC 690.12 Rapid Shutdown compliance
For systems using Sunny Boy inverters. This DC powered system allows for the use of Secure Power Supply, providing
opportunity power to homeowners during daytime grid outages. Hybrid switches and automatic self -test ensure system safety
and durability, reducing risk and costs. Each component plays a critical role in a Pv system; don't compromise your Sunny
Boy's performance with any other rapid shutdown solution.
-nTe.hni-1 dofa Rapid Shutdown Box --�
General data
( Mawmum input valtage _ 117_.6t>O V DC
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chosen according to the respective project.
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7.3 inches EJOT Solar Fastening System for wood
substructure
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Your advantages:
• Labor saving installation
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of tensile loads and pressure forces directly into the
substructure
• A solar installation can easily be mounted on an existing
roof - the old screws can be replaced with the EJOT
Solar Fastening Systems, using the existing holes
• Minimum risk of leakage problems
• The installer cannot change the predefined fastener
'setup which avoids the alteration/elimination of
important quality and performance characteristics
• Competent consulting services
• Application engineering and technical support
• Flexibility regarding special requests
• Short lead-time from North American inventory
shipped on a Just -In -Time (JIT) basis
• Products made of stainless steel grade 304 (A2)
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Our engineering department would like to assist you
in choosing the appropriate EJOT product for your
project. Please call us at +1 262-612-35 50 or send an EJ07®Solar Fastenin
e-mail to info@ejot-usa.com.
rEJOT Authorized Distributor: Systems JA3 &JZ3'
I I For PV installations
on exposed fastener
metal panel roofs
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EJOT Fastening Systems LP
9900 58th Place, Suite 100, Kenosha, Wisconsin 53144 USA
Phone: +1 262-612-35 50, Fax: +1 262-721-12 45
info®ejot-usa.com, www.ejot-usa.com
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e-mail to info@ejot-usa.com.
rEJOT Authorized Distributor: Systems JA3 &JZ3'
I I For PV installations
on exposed fastener
metal panel roofs
I I
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L— — — — — — — — -- -I
EJOT Fastening Systems LP
9900 58th Place, Suite 100, Kenosha, Wisconsin 53144 USA
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info®ejot-usa.com, www.ejot-usa.com
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ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC
CONDITIONS OF USE. INSTALLER HAS SOLE RESPONSIBILITY FOR THE CORRECT
SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY
POWER PRODUCTION COMMITMENTS AND ALL LOCAL / NATIONAL CODE AND SAFETY
REQUIREMENTS.
I
SML.Starling Madison Lofqust,, Inc..
CorisuJ�in;g, Struc:iur'a'1'u'and foie'nsic; Engineers
�^ 5224 South 39th Street, Phoenix, Arizona 85040
tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com
IronRidge March 14, 2016 .
1495 Zephyr Ave Page I of 20
Hayward, CA 94544
Attn: Mr. David F. Taggart, Vice President Products
Subject: IronRidge XR100 Rail, Roof Flush Mounting System - Structural Analysis
Dear Sir:
We have analyzed the IronRidge XR100 Rail for the subject solar module support system and
determined that, for the configurations and criteria described below, it is in compliance with the
applicable sections of the following Reference Documents:
Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures
California Building Code 2013 Edition
Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV
Modules, dated Effective November 1, 2012 by ICC -ES
Aluminum Design Manual, 2010 Edition
The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.438 in. and a
net area of 0.583 sq.in. The rails are used to support solar modules, typically, on the roof of a building.
See Exhibit 0011- attached. The modules are clamped to the rails by the IronRidge Module Mounting
Clamps as shown in the attached Exhibit. The rails are attached to the L -Foot aluminum angle brackets
that are either attached directly to the roof framing or attached to a stand that is screwed to the roof
framing. The rails are mounted across the slope with a small clearance (flush mounting) to the
underlying roof structure. The installed solar modules are at the same slope as the underlying roof
structure.
All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of
the rails. The maximum span of the rails is governed by either the mid -span flexural stresses or the
deflection requirement that the rail not come into contact with the roof. -
The effect of seismic loads (for all design categories A -F) have been determined to be less than the
effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable
spans for common load cases are shown in the tables below. Tables l A -9A are for modules with a
maximum long dimension of 67.5 inches and Tables lB-9B are for modules with a maximum long
dimension of 78.5 inches.
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
IronRidge March 14, 2016
Mr. David F. Taggart Page 5 of 20
IronRidge XR 100 Rail, Roof Flush Mounting System - Structural Analysis
Table 4A - MAXIMUM SPANS (in) - Roof Slope 7` to
27° - Wind Zone
1(67.5" Max Module Length)
XR100
Rail
Wind
Speed
Ground
Snow Load
Exposure
mph
0 psf
10
sf
20
psf
30
psf
40
psf
50
psf
60
psf
70
psf
80
psf
90
psf
100
112
97
83
72
64
58
53
49
46
43
105
112
97
83
72
64
58
53
49
46
43
110
112
97
83
72
64
58
53
49
46
43
120
112
97
83
72
64
58
53
49
46
43
Category
B
130
112
97
83
72
64
58
53
49
46
1 43
140
105
97
83
72
64
58
53
49
46
43
150
98
96
82
72
64
58
53
49
46
43
160
92
92
81
72
64
58
53
49
46
43
170
87
87
79
71
64
58
53
49
46
43
100
112
97
83
72
64
58
53
49
46
43
105
112 1
97
83
72
64
58
53
49
46
1 43
110 112 97 83 72 64 58 53 49 46
43
120
103
97
83
72
64
58
53
49
46
43
Category
C
130
96
95
82
72
64
58 1
53
49
46
43
140
89
89 1
80
71
64
58
53
49
46
43
150
84
84
78
70
64
58
53
49
46
43
160
79
79
76
69
63
58
53
49
46
43
170
74
74
74
67
62
57
53
49
46
43
100
112
97
83
72
64
58
53
49
46
43
105
108
97
83
72
64
58
53
49
46
43
110
103
97 1
83
72 1
64
58 1
53
49
46
43
120
95
95
82
72
64
58
53
49
46
43
Category
D
130
88
88
80
71
64
58
53
49
46
43
140
82
82
78
70
63
58
53
49
46
43
150
77
77
76
68
62
58
53
49
46
43
160
73
73
73 1
67
61
57
53
49
46 1
43
170
68 -1
68
68 1
65 1
60
56 1
53
49
46 1
43
Notes - see page 20
i
Starting Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
-5-
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IronRidge March 14, 2016
Mr. David F. Taggart Page 6 of 20
IronRidge XR100 Rail, Roof Flush Mounting System - Structural Analysis
Table 5A - MAXIMUM SPANS (in) - Roof Slope 7` to
27' - Wind Zone
2 (67.5" Max Module Length)
XR100
Rail
Wind
Speed
Ground
Snow Load
Cxpoaurc
inph
0 Nsf
10
sf
20
sf
30
sf
40
sf
50
sf
60
sf
70
sf
Rn
sf
An
sf
100
106
97
83
72
64
58
53
49
46
43
105 102 97 83 72 64 58 53 49 46
43
110
97
97
83
72
64
58
53
49
46
43
120
90
90
1 8372
64
58
53
49
46
43
Category
B
130
83
83
83
72
64
58
53
49
46
43
140
77
�E73
77
72
64
58
53
49
46
43
150 73 72 64 58 53 49 46
43
160
68
68
68
68
64
58
53
49
46
43
170
64 1
64
64
64
64
58
53
49
46
43
100
91
91
83
72
64
58
53
49
46
43
105
87
87
83
72
64
58
53
49
46
43
110
83
83
83
72
64
58
53
49 1
46
43
120
76
76
76
72
64
58
53
49
46
43
Category
C
130
71
71 1
71
71
64
58
53
49
46
43
140
66
66
66
66
64
58 1
53
49
46
43
150
62
62
62
62
62
58
53
49
46
43
160
58
58
58
58
58
58
53
49
46
43
170 55 55 55 55 55 55 53 49 1 46
43
100
84
84
83
72
64
58
53
49
46
43
105
80
80 1
80
72 1
64
58
53
49
46
43
110
77
77
77
72
64
58
53
49
46
43
120
70
70
70
70
64
58
53
49
46
43
Category
130
65
65
65
65
64
58
53
49
46
43
140 61 61 61 61 61 58 53 49 46
43
150
57
57
57
57
57
57
53
49
46
43
160 1
53
53
53
53
53
53
53
49
46
43
170 1 50 50 I 50 1 50 50 50 50 49 46
43
Notes - see page 20
J
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
-6-
IronRidge: March. 14, 2016
Mr. David R. Taggart Page 20,of 20
-IronRidge XRl'00 Rail, Roof Flush Mounting System --Structural Analysis
Notes — Tabulated values are based on the following criteria.
I. Building mean roof height = 30 R
2. Risk Category. I'
3, Solar maximum module long dimension is 67.5 inches for Tables IA -9A and 7$,5 inches for
'fables 113-913.
4. Provide 2 in. clear between roof and rail
5. End cantilever span (max) = 0.40 x maximum span (L,,,) from above tables. See Figure A
6. No rail splices in outer 2/3 of end spans, or the middle 1/3 of interior spans based on the
installed attachment spacing (Lingmi): See Figure A
7. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for
continuous rails.of 3 or more spans.
8:. Module Mounting Mid Clamps shall not be installed less than 2.0 inches from Roof Zone 3:
where wind speeds are marked with an * in Tables 3B and 6B.
End Span Interior Span. End Span
kTT
0.4 L— Li;.A TYP
1/3 L=, TYP
Figure A
L-,.= Maximum attachment spacing provided in the tables above for the project design criteria
La.. = Actual installed attachment spacing
Indicates region of the rail where splice may be installed
Our analysis assumes that the rails, including the connections and associated hardware, are installed,
in a workmanlike manner in accordance with the "IronRidge. Flush Mount Installation Manual" by
IronRidge and generally accepted standards of construction practice. Additional information is:
available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support
the loads associated with the given array shall be. the responsibility of the Contractor or Owner and
not. IronRidge of Starling Madison Lofquist.
The adequacyof:the supportingroof framing is to be determined by others.
Please feel free to. contact-ine. at your convenience if you have any questions.
Respectfully yours,.
Tres Warner, P.E.
Design Division Manager
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
-20-
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