HomeMy WebLinkAbout2016-00745 - mechancial CITY OF ORONO * 2 0 1 6 - 0 0 7 4 5 *
2750 KELLEY PARKWAY DATE ISSUED: 08/08/2016
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 570 BIG ISLAND
PIN : 22-117-23-31-0029
LEGAL DESC : PLEASANT VIEW LAKE MTKA
: LOT 000 BLOCK 000
PERMIT TYPE : MECHANICAL
PROPERTY TYPE : RESIDENTIAL
CO1vSTRUCTION TYPE : MECHANICAL-MULTIPLE
VALUATION : $ 19,000.00
NOTE: ALL TESTING REPORTS SHALL BE ON SITE AT FINAL INSPECTION.
SOLAR PV ARRAY
APPLICANT MECHANICAL 237.50
STATE SURCHARGE MECH(VALUATION) 9.50
ABLE ENERGY MAIL-1N FEE 2.00
265 MANDVIEW RD
RIVER FALLS,WI 54022- TOTAL 249.00
(715)621-9335 Payment(s)
CREDIT CARD 8548 249.00
OWNER
ROBB JR., SELDEN THOMPSON
5010 MANITOU RD
EXCELSIOR,MN 55331-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not gran[permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
—�1-���/�, � S � �' �e l S` , S � ! b
'Applicant Permitee Signature Date Issued Signature Date
' FOR CITY USE ONLY
,�O A T City of Orono _
1 P.O.Box 66 Dafe Received: P rmit# � 7
v� 2750 Kelley Parkway
Crystat Bay,MN 55323 Approved BX��������"_`Amount$: � �
Phone(952)249-4600 Fax(952)249-4616 J�r��
y �
� �'� CITY OF ORONO—MECHANICAL PERMIT
��kEs w o4�'
(All Commercial permits must be approved by the Building O@'icial or Inspector and/or Fire Marshall)
GENERAL INFORMATION
1. You may apply for mechanical permits by mail or in person at the City offices. Applications will
be reviewed and a permit will be issued within two working days.
2. Permit cazds will be sent by retum mail after a review is completed. PERMITS ARE NOT
VALID UNTII.YOU RECEIVE A PERMIT. WORK MUST NOT BEGIN UNTIL T�IE
PERMIT CAItD IS POSTED ON THE iOB SITE
3. Mechanical Desi�ns—Complete calculations,details and specifications aze required for each
heating,ventilation,humidification-dehumidification,and air conditioning installation including
heat loss/heat gain calculation,design temperatures,equipment ratings and idenrification as to
type,manufacturer and model. Data shall be presented on form provided.
4. When any new construction or remodeling is involved,a separate building permit must be
obtained.
5. All work must be done in accordance with the Uniform Mechanical Code/State Building Code
requirements.
6. All work must be inspected(rough-in and final). Call(952)249-4600.
(24-48 hour notice required)
7. House Heating Test Record must be submitted before final.
TYPE OF PERMIT �!, �, ,�'���y( (,{j}M�-��
Check All That A 1 i v '
\ �� r y�PiVS �� ,
�Residential ❑Commercial(Approval Required) ��
❑New ❑Additional ❑Repairs �.e ���V�`" ��4 T �1"(1✓1
...�---
Job Site/Owner Information: �-C ��✓� ����1 U��
,_---
�l� �-�i W�Ci �cS�"v�Pi �jtti f`
Site Address: 'Jr7� �i c� ���Qr1G1 � `
7- i2 U i/UG� G��O��b✓P.c�-.
Owner: rti,,.,,, o b b Mailing Address
City: �X�ti�" Zip: (
�� 1,
Home Phone: �0�2.•?qq- ��78 Alternate Phone:
Contractor Information:
Contractor: �bIG �er9�1 Contact Person: �n �Ja�ft�"t'
Address: Zlas /1�a.,�c��/',�.v li�c�/ State Bond#: �4�6�►2
City: �C+J`Gr'f�R��S Zip�ZZ Expiration Date:
Phone: —1 �S•bZ 9�933 S Alternate Phone:
❑ Insurance—Current: �i S
�, 1
� C't��-1 C 6'V��t�r�vVSd�a�'� [.�'vl
MECHAN�CAL SYSTEMS BEINC7 INSTALLED
Note: All Geothermal Systems will now require a Site Plan&Review by our Building Official.
IS THIS GEOTHERMAL? ❑Yes�No
.ue �
Q�►t�Ty:
So1� ��
Make: �J►rZ O�.y�,� � C�.t-F 5�.�'S '���„Q�
Model:
Fuel:
Flue Size:
Input BTCJs:
Output BTUs:
CFM:
COOLING SYSTEMS
Quantity:
Make:
Model:
Tons:
H.Power
FIREPLACES
❑ Gas Factory Fireplace Brand Name:
❑ Wood Burning Fireplace
❑ Wood Stove Model No.:
❑ Wood Stove with Flue/Masonry
VENTILATION
❑ No. Kitchen Exhaust duct recirculating cfin
❑ No. Bath Eachaust(must have duct outside) ��
❑ No. Other Fans: Locations ��
FLTEL STORAGE (Must be approved by Fire Mars/rall if proposing to abandon tank in place.)
❑ Installation ❑ Removal
Fuel Oil: gallons ❑ Underground ❑Inside ❑Outside
LP Gas: gallons
Other:
GAS LINE ONLY
❑ Outdoor Grill ❑ Other/List What&Where:
2
PERMIT FEE CALCULATI�I�T � —J�BS �VE�t SSQ4.Q4
If above does not apply;follow guidelines below:
1. CONTRACT PRICE *is 1.25%of contract price with a(Minimum Fee of$50.00)
��� x.0125 $ 2 ?7�
(contract price) (minimum$50.00)
2. STATE SURCHARGE (�
�CfGt�o x.0005 $ /' ��
-(contract price)
3. POSTAGE&HANDLING(Only on Mail-In Applications) $ 2.00
4. TOTAL PERMIT FE�(Add Lines 1-3 Above) $ 2�
■ * CONTRACT PRICE or JOB COST means the actual or estimated dollar amount charged for the
permitted work including materials,labor,profit, and other fixed costs. It is the amount to be charged
to the customer for the work done. If any material,equipment,labor or installations are furnished by the
owner, tenant or any other party, the reasonable market value of such items must be added to the
estimated cost or contract price for pernvt fee purposes. In the event that there is a dispute on the amount
of the job cost, the City may request the submission of a signed copy of the actual contract.
MECHANICAL PERMIT APPLICATION AGREEMENT
The undersigned hereby applies to the City for issuance of a Mechanical Permit, agrees to do all
work in strict accordance with the ordinances of the City and the regulations of the State of
Minnesota,and certifies that all statements made on this application aze complete,true and correct.
Applicant's Signature: � Date: /'7'�(o
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DOTec Engineering
ENGINEERING CALCULATIONS ASCE 7-10, IBC 2012
(Complies with 2015 Minnesota Residential Code)
JOB NO: Able Energy Reviewed f�r Coc3e
NAME: Robb Residence �omp�iance Ci�jr ot�rorao�
CUSTOMER: Able Energy ��'�
ADDRESS: 265 Mound View Road �e��ewer
ADDRESS:
CITY: River Falls ���
STATE: Wisconsin �� ��
ZIP: 54022 ��
CONTACT: Sean Barrett
:n�'�
� TEL: 877-235-8962
� MOBILE:
� E-MAIL: seanCcDwreknowsolar.com
� ����� � ����,
� ```` ONSo � ',''
SITE ADDRESS: 570 Big Island `.Q�F,.��* �,
�� CITY: Wayzata ��':'�CENS ��'.��=:
STATE: Minnesota • =o?' P _
ZIP: 55391 = NG J ER _
CONFIRM ZIP: 55391 %�'9. 12 ;=o;:
COUNTRY: USA �,�'�c'''••••...• •''�5��
'�,,OF M�NN.��`�����'��
DOTec Principal Dr AI Gonzalez, PE, Ph.D.
PHONE: 636-724-9872
ADDRESS: 424 Jefferson St, St Charles MO 63301
E-MAIL: alqCcDdotecengineerin ,com
Master Override Command NO
Building Information
Roof Type 3/16" Rubber Membrane
Structure Type 2x8 Wood Rafters 16" OC
Deck Type 3/4" Plywood Decking
Module Type Heliene 280W Mono
Racking System IronRidge XR1000
The existing roof structure with the addition of the solar energy array is capable of
supporting the design load referenced in 2012 International Building Code and the 2015
Minnesota Residential Code
Acceptance ena ux of thia report Dy any perry constttule s coMrncwei agreemmt that the Englneen total Ilabtlily arlsing ou[of or In eny wey relateC to t�ls enalysb antl
ropon shell nm eaeeed the totsl sum pelA to t�e Engineer for the xrvicee provided.Liebiliry tloes�ot exist beyontl the analysls contained in thls report.Materialc sekc[ad by
this nport havs bean desiynaC tor ulculatlons In this report only.Usa of thase mnarials for other purpowa nave not been eonsidereG.
:� � ,- ,� .���,�,�:,;� ,
� .. Y.Fµr-�r
"`y'°�'',�;�^,,,,�t. ,
Index 2
IBC Code Sections 3
Seismic Spectrum Loads 7
Seismic 8
Snow Loads 10
Unbalanced Load case 11
Wind Loads 12
Roof Evaluation 14
� �+e'
Sheet 2
i
i Y
� )
WIND&SNOW COEFFICIENTS AND REQUIREMENTS
REFERENCE: ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures'
'please consuk this reference for exact specifications
1.Building Risk Categories:(ASCE 7-10,table C.1.3.1b)
�d'abM C.1.3.1a _�rrr���a6le reli:�lfilih tn�a�inmm annu:�l probahilit� of failurei ��zc� auociated reliabilitc
indrxes t�b for load conditiom th�t cEo nui iitclude rarlbquake=
[):�L�.uic� C':�tec.v.
$a.i. I (I tl� i��
Failurc e�eni n n.,t<uJ,i�n an�l J;r� rn+t ac:.d P: — 1.=i . 1[�-:�: P�-_ :il � li}--`:tir P� = l._` . I{Y`:}r d'F=i i) • HY+_.r
ir��,�iJc-.F reaJ �rc•�_r:.•ion,�l d.un:r•r• 3= '_.� i3=:.(� �3=---, �i=3•�
Failurr��C:« 3.eiihrr•�kl.irn «i fe.�.!,,c.� p.- ;.(� . tiY`r�i'� �r=`�7 . 1!1";tir Pt ='.(I - lu'rcr �'f=�J;� . IiY��r
5t I�♦�-.��fCa��'IriL'':.>I��II����1:LI11:1•`: (3-'.{I 4�c'" 'j c"'� �c�..
� � I1
F:iilurr[3�:u �•.u.�l:n.u<.J rc>uit> [n+�iJc P:_�.(1 UY`:ti r ['i._ '�i • Ilt' ;tir Pi ==.� - ]U'rcr �F= @ i) � IiY:�+�r
.��t�:Hl�i7�•_�...r+�1,�7 J:tnl:i=i �j=�_� �j=e.�1 ��=-1-]� !�=2.t
'TFk r:lidhllllt I�idl:i=�fa pn��;�d v�.c a`<�-..•:u-.'ni:c r:fiitS.:i'h1IC IIIC(�fi)I�3hfIillC���(I�IDUfC Ii���'F1�'U:il'.f1P�IU:d.TFk��yua�i�m+�rc;cnl��l
in Scccior.'__3.L.L.vdCcr.ro�hins.�b,q,tnr ton-S{tci]i.•d Lnad>.arc ba=a�t cn rcliahilil} irnlicc:far�ar��an fwcau�thc Prod:orr,t+i�a�ion
rcyuirenrest.iz�__.=arc ha.cJ an the�f�-�car instimun;laa.!<.
=Comnk.nw:�•.o Seati.,n?.� ie:lud..;rfrren.e>wpublicati4n.that ci:x:ih thr 1is�.?�:d�vek.pm:rn oi t3i.s.a iar_ec mliabni�xs.
Table C.1.3.1b Anticipated►�eliubilih�(►ii:►xiu�u�u probability of failure)
for cArthquakc'
Risk Cacc�ory 1 and ❑
1'olal or partial stn�ctur.il collapse I�'Jr condilioned un the occwTence.of
Muxi�uum CuusidcrcJ F�rtliyuak��hal.in�
Faihue Uiui.�idd resull in 3S�/. runditionzd on tha occurrence of
cnJanacnncnt of individual livc, Muximum Considcnd cffccts
Ri�k Catcfiory III
Tny�l n ..,.il...,._._.:�I rnllor_' !.�/, �__n.ii�inn._�i r i�hn._""""'_nF
Wlaximum Considcird Earthquake,hakin�
Failure th:u a�u1J rrsuli iu IS�/ cundi�ionr�uu lhe uccuntince uf
endangerment of individual liven ll9aximum Considered 6;aRhquake shakinE
RisA C'atecotY tV
Tolnl ur partiul,tnictural collcipsc 37 condiiioncd on thc occuncncc of
Masinwm Con�id�:n:d Fltthqu:�ke sh:�king.
Foilw�e thnt could�ti.ul�in lOS'c ronditioned on the occurrence of
endan�ermenc of individual lives Muximum Considerad Earthyuake shaking
'Refer to the NEHRP Recommen6ed Provislons Seismic Re�ulaUon for Bulldings and Olher
Strucurec,h'�111A}'75U,Cor discussion of thc hasis of seismic rcliabiltiies.
2.Surface Roughness Categories: (ASCE 7-10,section 26.7.2)
Surtace Rouahness B:
Urban and Suburban areas,wooded areas,or other terrain with numerous closely
spaced obstructions having the size of single family dwellings or larger
surtace Rougnness c:
Open terrain with scattered obstructions having heights generally less than 30 ft.
This category includes flat open country,grasslands, and all water surfaces in
hurricane prone regions.
Surface Roughness D:
Flat,unobstructed areas and water surfaces outside hurricane prone regions.This
category includes smooth mud flats,salt flats and unbroken ice.
JOB N0: Able Energy
NAME: Robb Residence Sheet 3
3.Exposure Categories:(ASCE 7-10,section 26.7.3)
Ex�osure B:
Exposure B shall apply where the ground surface roughness condition,as defined by Surtace
Roughness B,prevaiis in the upwind direction for a distance of at least 2,600 ft.or 20 times
the height of the building,whichever is greater.
EXCEPTION: For buildings whose mean roof height is less then or equal to 30 ft the
upwind distance may be reduced to 1,500 ft.
Ex�osure C:
Exposure C shall apply for all cases where Exposure B or D do not apply.
Exoosure D:
Exposure D shall apply where the ground surface roughness,as defined by Surtace
Roughness D,prevails in the upwind direction for a distance greater then 5,000 ft or 20 times
the building height,whichever is greater.Exposure D shall extend into downwi
IFor a site located in the transition zone between exposure categories,the category resulting in the largest
wind forces shall be used.
EXCEPTION: An intermediate exposure between the preceding categories is
permitted in a transition zone provided that it is determined by a rational
analysis method defined in the recognized literature.
4.Velocity Pressure Coefficient Kh(ASCE 7-10,Table 26-3)
EXPOSURE CHOSEN B
Height= 18.00 n
K„: Exposure
Height,z B C D
(ft) Case 1 Case 2 Both Case Both Cases
0-15 0.7 0.57 0.85 1.03
20 0.7 0.62 0.9 1.08
25 0.7 0.66 0.94 1.12
30 0.7 0.7 0.98 1.16
40 0.76 0.76 1.04 1.22
50 0.81 0.81 1.09 1.27
60 0.85 0.85 1.13 1.31
70 0.89 0.89 1.17 1.34
80 0.93 0.93 1.21 1.38
90 0.96 0.96 1.24 1.4
100 0.99 0.99 1.26 1.43
120 1.04 1.04 1.31 1.48
140 1.09 1.09 1.36 1.52
160 1.13 1.13 1.39 1.55
180 1.17 1.17 1.43 1.58
200 1.2 1.2 1.46 1.61
250 1.28 1.28 1.53 1.68
300 1.35 1.35 1.59 1.73
350 1.41 1.41 1.64 1.78
400 1.47 1.47 1.69 1.82
450 1.52 1.52 1.73 1.86
500 1.56 1.56 1.77 1.89
Case 1: a.Ail components and cladding
b.Main wind force resisting system in low-rise buildings designed using Figure 6-10 in ASCE 7-10
Case 2: b.All main wind force resisting systems in buildings except those in low rise buildings designed using
Figure 6-10 in ASCE 7-10
b.All main wind force resisting systems in other structures
JOB N0: Able Energy Sheet 4
NAME: Robb Residence
,
7 7
, i
5.Velocity Pressure Coefficient Kz(ASCE 7-10,Table 6-3)
KZ: tabulated using constants from Table 6-2
EXPOSURE CHOSEN: B
Exposure a (ft)
B 7 1200
C 9.5 900
D 11.5 700
For15ft<=z<=z Forz< 15ft
Kz= 2.01 (Z/Zg) e KZ= 2.01 (15/2g)(tia�
6.Velocity Pressure Coefficient Kd(ASCE 7-10,Table 6-4)*
Structure T Directionali Factor Kd
Buiidin 0.85
Arched Roofs 0.85
Chimneys,Tanks and Similar
Structures
-Square 0.9
-Hexagonal 0.95
-Round 0.95
Solid Si ns 0.85
Open Signs and Lattice
Frameworfc 0.85
Trussed Towers
-Triangular,square, rectangular 0.85
-all other cross sections 0.95
*This factor should only be applied when used in conjunction with load
combinations specified in sections 2.3 and 2.4 in ASCE/SEI 7-05
7.Velocity Pressure Coefficient Kzt(ASCE 7-10, Figure 6-4)
Please Refer to ASCE/SEI 7-05
-This only applies'rf structure is built on a hill or escarpment
8.importance Factor for Wind Iw(ASCE 7-10,Table 6-1)
BUILDING CAT.CHOSEN: II
Non-Hurricane Prone Regions
Building Occupancy Category and Hurricane Prone Regions Hurricane Prone Regions with
with V=85-100 m h and Alaska V>100 mph
� 0.87 0.77
II 1 1
III 1.15 1.15
IV 1.15 1.15
JOB N0: Able Energy
NAME: Robb Residence
Sheet 5
9.Impact Pressure Coefficients(ASCE 7-10,Figure 6-8)
r= 0.60
Conditions Rise to Span Ratio, r= C
H/W Windward Quarter Center Half Leeward Quarter
0<r<0.2 -0.9 -1.30 -0.5
Roof on Elevated Structure 0.2<=r<0.3 0.60 -1.30 -0.5
0.3<=r<=0.6 0.95 -1.30 -0.5
Roof S rin in from Ground 0<r<=0.6 0.84 -1.30 -0.5
10.Snow Load Coefficient, Exposure Factor Ce(ASCE 7-10,Table 7-2)
EXPOSURE CHOSEN: B
Ex osure of Roof
Fully Partially Sheltered
Ex osure Factor Ex osed osed
B 0.9 1 1.2
C 0.9 1 1.1
D 0.8 0.9 1
Above the tree line in windswept
mountainous areas 0.7 0.8 NA
In Alaska, in areas where trees
do not exist within a 2 mile radius
of the site 0.7 0.8 NA
11.Snow Load Ccefficient,Thermal Factor Ct(ASCE 7-10,Table 7-3)
Thermal Conditions Ct
All Structures exce t as indicated below 1
ru ures ep �us a ove reezmg an o ers wi co ,ven i a e
roofs in which the thermal resistance(R-value)between the ventilated �.�
s ace and the heated s ace exceeds 25 de F x h x ft2/btu
Unheated structures and structures intentionall ke t below freezin 1.2
Continuously heated greenhouses with a roof having a thermal 0.85
resistance R-value tess than 2.0 de Fx h x ft2/btu
12.Importance Factor for Snow Is(ASCE 7-10,Table 7-4)
BUILDING CAT.CHOSEN: II
Building Occupancy Category I,
I 0.8
II 1
I11 1.1
IV 1.2
JOB NO: Able Energy
NAME: Robb Residence
Sheet 6
, � ,
• (Able Energy)Robb Residence-#1687.xism
Seismic Entry Information
Seismic Site Class D
Fa 1.68
SMS 0.09 S 1 0.037
SM1 0.06 SS 0.052
Fv 2.47
SDs 0.058
SD1 0.061
Seismic Base Shear Ib 666
ColorLegend:
�CCU 811C Cate 0 �� To DeAnitions Page Input
Table Look Up Value
: :Output
Converaion Factor
Wind 8� Snow Load Ent Information
State Minnesota Specified Loads
Wind Load M h ASCE 7-10 Sec 26.5.1 115
Snow Load Ps 50
Selected Wind S eed used in calculations m h ��s
Selected Snow Load used in calculations Ib so
Occu anc Cate o ii
Wind Ex osure ASCE 7-10 Sec 26.7.3) B
Seismic Spectral Data
0.9 �
0.8
0.7
0.6 I
�
0.5
�
tD
0.4
03 '
0.2
0.1
0
� 1 2 3 PerlodsT[sec] 4 5 6 7
Sheet 7
Dr AI Gonzelez,PE
Able Energy
Robb Residence
Ref ASCE 7-10 & 2012 IBC
Equivalent Laterai Procedure
Computatwn of Seismic Base Shear V=CsW ONLY ARRAY 1
Effective Seismic Weight Per Sec 12.7.2 W= 54900 Lbf
Computation of Seismic response coeffident Cs=Sds!(R/1)
Spectral response acceleration,short period range Per Sec 11.4.4&12.14.8.1 Sds= 0.058 g's
Response Modification Factor R per Table 12.2-1 R= 6
Occupancy Importancz Factor I per Section C11.1 1= 1.25
Seismic Response Coe�cient Cs Cs= 0.012
COMPUTE PERIOD T FOR THE BUILDING
Fundamental Period of a Structure T per section 12.8-2 Te 0.02 Sec T,=C�h"„ _.02h 75
Height of the building in feet h= 18.00 Ft
VeRical Distribution of Seismic Loads Section 19.2.2
K= 1.00
Altemate method if structure has less than 10 stories(1 story=10ft)
Number of Stories N= 2.00
Period per equation 12.8-8,for masonry or steel moment resisting structures T= 0.20 Sec
USE FOR PERIOD T the largest T= 0.20 Sec
Selection of Period Parameters,Cv and X from table 12.&2 Type 4 All other structural systems
Period parameter Cv Cv= 0.02 rawe�z.s-2
Period Parameter x x= 0.075 Table 12.&2
Computation of Long Period transition period TL per figure 22-12 0.012124667
Using Figure 22-12 of the ASCE 7-10 we get: TL= 4 sec IF
Compare T vs TL and decide what condition applies
Maximum �f T,<=TL Than Use this eqaution
Spectral response acceleration,at 1 sec Per Sec 11.4.4 Spi= 0.061 sec
Cs not to exceed IF
Maximum Seismic Response Coefficient Cs=Sd1/(�(R/I) Cs= 0.064
If T,>TL Then Do not use this equations
Minimum Cs not to exceed Do not use this equations
Seismic Response Coefficient Cs=Sp�T�!((T x�(R/I)) Cs= 1.271
Compare Cs and it cannot be less than IF
Minimum value of Cs Cs= 0.01
Minimum If S1 >.6g then,Cs ShaN not be less than Do Not use this equations
Mapped MCE,response acceleration parameter at period 1 sec Zip S1= 0.04 g's
Minimum value of Cs,given S1 is greater than.6g Cs= 0.004 Not used
Select the proper value for Cs Ts= 1.05 TS=SDI�SDS
Seismic Response Coefficient Cs Cs= 0.012
Seismic Base Shear V= 665.6442 Lbf
P2 0.0 Lbf
P1 665.6 Lbf Roof
Sheet 8
. ,
Able Energy
Seismic Occupancy Category I I Robb Residence
Setsmic Design Category D
SHe Class D
Level hx Wi(Ib� K w,hk Cvx CvxV Moment
1 18 54900 1.00 988200 1.00 666 11982
2 0 1 1.00 0 0.00 0 0
3 0 0 1.00 0 0.00 0 0
4 0 0 1.00 0 0.00 0 0
5 0 0 1.00 0 0.00 0 0
6 40 0 1.00 0 0 0.0 0
7 45 0 1.00 0 0 0.0 0
8 50 0 1.00 0 0 0.0 0
9 55 0 1.00 0 0 0.0 0
10 60 0 1.00 0 0 0.0 0
11 65 0 1.00 0 0 0.0 0
12 100 0 1.00 0 0 0.0 0
54901 988200 1.00 666 11982
TABLE 12.8-2 VALUES OF APPROXIMATE PERIOD PARAMETERS Ct AND z
Structure T pe Cv x
Moment-resisting frame systems in which the frames resist 100°�
of the requtred seismic force and are not enGosed or adjoined by
components that are more ngid and will prevent the grames from
deflecting where subjected to seismic forces:
Type
� Steel moment-resisting frames (0.0724)a 0.8
Concrete moment-resisting frames 0.016 0.9
2 0.0466 a
3 Eccentrically braced steel frames (O O 03)a 0.75
4 All other structural systems (0.0488)8 0.75
%of Solar Array Demand
Area Pressure (PSF)
w x L= as9 3.00 Arrayl Color Legend:
Input
�`:,Table Look Up Value
. Output
Conversion Factor
Sheet 9
%= 2.5B%
Less than 10%OK
Added Seismic Base Shear 17 Ibf
Due to PV Arra
The total weight of the proposed arrays in the proposed locations does not cause a greater than 10
°/a increase in lateral seismic forces experienced by any of the lateral load resisting elements that
this weight is hibutary to,in accordance with 2012 IRC
Able Energy
SNOW
Ref ASCE 7-10 Chapter 7
Balanced/Unbalanced Case
Ground snow load for this application P9 a `� �
Section 7.3 applies,Pf=.7 Ce Ct I Pg
Exposure factor Ce,per table 7.2 Ce= 1
Thermal factor Ct Ct= 1.2
Importance factor I pertable 7.4 �_ �
Snow load(P�as per sec 7.3 pf= 42 psf
.5 pf .5Pf= 21 psf
Unobstructed/Slippery Surface? YES
Cs from Figure 7.2 Cs= 1.00
2Pf Cs/Ce 2Pf Cs/Ce= 84.0 psf
Ps=CsPf 42.0 psf
Flat Roof Systems
USE CASE A
PS 42 psf
PS Balanced Selected I
Applyin flat roof subcharge tor Ps<20psf Cs x pf 42.0 <=Value
DO NOT USE CASE B for W<20 DOES NOT APPLY
Case B,Unbalanced with W<20ft, roof rafterlgable system
----_..__ _. -___._.
�X Pg 50 psf
Appl in the Slope Reduction Factor Cs x pf 50.0 psf
DO NOT USE CASE 62 DOES NOT APPLY Case B,Other Unbalanced for W>20ft
13ft
12.6 �sf hdb/SQRT(S) 16.8 psf
.3Ps �
�, � psf
Ps max 58.8 psf
Roof Rafter system? Yes
eave to ridge W(ft)= 15.00
use Case A
Hip or gable Roof? NO
Rise(in) 23.28 DO NOT USE DOES NOT APPLY
Run(in) 139.08 ASCE 7-10 Monoslope
S= 5.974
e(degrees)= 9.5 f�s/Ce
Unbalanced Load .Spf
Test Cases
e(degrees)= 70.0
9 M��(degrees)= 5.17 Eaves Crown Eaves
Unbalanced Analysis? Use case B Balanced Load • ��s��ffig�2 �
b= 20.5 Pf
SQRT(S)= 2.4
lu(ft)= 20
hd= 2.00 Eaves Crown Eaves
hdb/SQRT(S)= 16.8
8/3 x hd SQRT(S)= 13.0
0.3Ps= 12.60
Sheet 10
t
,
. : �
° Able Energy
Robb Residence
Occu Cate o ��
WindlSnow E sure B do not remove
0.7 YES Validation
Table 7.2 Ex osure Factor Ce SELECTED Partiall Ex osed 0.8 NO NO
Terrain Cathe o Full Ex osed Partiall Ex osed Sheltered 0.9 YES YES
B 0.9 1 1.2 1 YES NO
C 0.9 1 1.1 1.1 YES NO
D 0.8 0.9 1 1.2
Above tree line in mountanious area 0.7 0.8 N/A N/A
In Alaska... 0.7 0.8 N/A
Table 7-3 Thermal Factors Not used
Thermal Condition Ct Color Legend:
All structures exce t as indicated below; 1 Input
R exceeds 25 fxhxsqft/BTU 1.1 , �-;�� Table Look Up Value
Unheated structures.... 1.2 ��'rt Output
.,��.,..=Y.:.,.�;
Countinuously heated green houses 2.fxhxsqft/BTU 0.85 Conversion Factor
Table 7.4 Importance factor
Category I 3 L 6 s ►s
I 0.8 � m � m a
II 1 ►z �x u iz u
III 1.1 ��
IV 1.2 _ ls,�
0.8� 1
t
Q ` � O�a.r
� �
W C, '
0 � \
� S�S� ,
1 '
S �
Q �
30.0 �
�
0 3Q° fA° 40°
RwlSkqa
7 3c:Qr1l cvofi witL C�L2 t�Yf�ia
Drift Per ASCE 7-10, Fig 7-9
No lower roof present pf= 0.291667 p/in2
pf= 0.208333 p/inZ
19.94 ft(Max height)
18.00 ft (min Height)
hc= 1.94 ft
hd= 1.6 ft
b= 30 6218 8248
hb= 1.40 ft 2887
hc/hb= 1.4
Stop no drift effed
Drift W= 6.5 ft
pd= 30.0 psf
Sheet 11
Able Energy
Ref ASCE 7-10,IBC 2012 Robb Residence
Wind Loads (MWFRS) Directional Procedure for
Enclosed Per Chapter 26 and 27 ASCE7-10
Basic Wind Speed V= 115 mph
SVudureType Building,Enclosed
Wind directional factor(only to be used with load combinations per sec 2.3&2.4)pg 80 Kd= 0.85
Importance factor I ref table 1.5-2 1= 1.00
Exposure Catagory B II
Building height in feet h= �8.00 ft
Velocity Pressure CoeffiaeM Kz,(per sec 26.7.3 and Eq C27.31) Kz= 0.61
Velocity Pressure Coefficient Kh,per Sec 26.7.3 Kh= O.B1
1.Is site on a hill rid e or esca ment isolated and unobstructured u 'nd b other similar to hic features 100H or 2 mi min value? NO
2.Ooes the hill rid e or esca ment rotudes above the hei ht of u 'nd tertain features within 2 mi radius b a fector of hvo or more? NO
3.Is the strudu2 tocated in the u r one-helf M a hill or near the crest of a esca ent? NO
4.is H�lLh x 0.2? Hlf/Lh=24.00 YES
5.Is Ha t 15?For Exposure C and D and 60 ft tor exposure B? NO
Sita does not meet condition in Sec 26.8.1,Kzt=1.0,There is no ndge or escarpment effect
Type 3-D Axis m.Hill
Ridge/Escarp Height tin�y.,F�cuRE m.ai rsce�.�o� 24 ft
x(upwind) 0.5 fl
x(Downwind) 0.1 ft
L�et Htl/2 1 ft
K1 from figure 26.&1 K1= 0.53
K2 trom figura 28.&1 K2= 0.33
K3 trom fipure 26.8-1 - K3= 0.00
Kzt per Equation C27.31 Kzt = 1,00
Kzt per sect 26.8.1 � = 1.pp
EnGosed
Intemal Pressure Coeffident TowarA the surface(+) Gcpl= 0.18
Intemal Pressure Coefficient away the surface(-) Gcpi= 0.18
Length L in feet,leewerd L= 30.00 ft
Witlth B in Teet,wintlwartl 8= 30.00 ft
Height H in feet H= 18.00 ft
RaGo LB UB= t00
WaII Cp Windward Cpw= o.e
Wall Cp Leeward CpL= -0.5
Wall Cp Sidewall, Cps= -0.7
Ratlo H/L H/L= 0.60
Cp Roof Windward Cpr- -1.3
Cp Roof wndward Cpr- -0.18
Cp Roof Leeward Cpr- -0.7
WeII Windward qzGCp 11.85
Well Leeward qhGCp -7.40
Sides qhGCp -10.37
Windwartl Roof qhGCpr -19.25
Windward Roof qhGCpr -2.67
Windwerd Roof qhGCpr -2.67
Leewartl Roof qhGCpf -10.37
Computa Cf
Ratio H/D,D least horizontal dimension H/D= 0.6
Cf Cf= 1.3
W W coeffident(r ratio)= wyy= O.gp
1.3
Length L in feet,leeward L= 30.00 ft
Widih B in feat,windward 8= 30.00 ft
Height H in feet H= 18.00 ft
Ratio LB ug= �.pp
Wall Cp Wintlwerd Cpw= 0.8
Wall Cp Leeward CpL= -0.5
Wall Cp Sidewall Cps= -0.7
Ratio H/L H/L= 0.60
Cp Roof windwerd CP�= -1.3
Cp Roof windward CprW= -0.18
Cp Roof Leeward CprL= -0.7
Windward Well qzGCp 11.85
Leewartl Well qhGCp -7.40
Sidas qhGCp -10.37
Windwartl Roof qhGCpr -19.25
Windwerd Roof qhGCpr -2,87
LeeweM ROof qhGCpr -10.37
qz=.00258KZKztKdV=I qz= 17.42 Ib/sqft
qh is the value of qz at the mean height qh= 17.42 Ib/sqft
G per section 28.9 for rigid structures G= 0.85
Zbar- 10.800
Lzbar 399.901
Iber- 0.241
F per equation 29.52 F= See table 1
Sheet 12
,
.,
�
Able Energy
oa�ancy cmeqory II � 8.ImpoRance Factor for Wind Iw(A3CE 7•10,Table C10-2) Roec Resaence
wnd Fxposure B BUILDING CAT.CHOSEN: II
Bacic WinC S eetl b Zi Cods 115 Rlph
Non-Hurticane Prone Regions Hurricane Prone Roglona wkh
Bullding Occupancy Category and Hurricane Prone Reylons V>100 mph
Table 6-2 with V=85•100 mph and .
osure a Z Ft c I ft E Alaska
6 7 1200 0.3 320 0.33 7.00 a I 0.87 0.77
C 9.5 900 02 500 0.20 1200.00 Z Ft II � �
D 11.5 700 0.1 850 0.13 III 1.15 1.15
IV 1.15 1.15
Table 1
Leve1 hx Kz Kzt Kd 81 ft A7 GCf F1 M1 B2 A2 F2 M2
1 18 0.61 1.00 0.85 17.42 30.00 540 1.11 10397 93589 30.00 540 10397 93569
2 0 0.00 1.00 0.85 0.00 30.00 -540 1.11 0 0 30.00 -540 0 0
3 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0
4 0 0.00 1.00 0.85 0.00 30.00 0 1.17 0 0 30.00 0 0 0
5 0 0.00 1.p0 0.85 30.00 0 1.11 0 0 30.00 0 0 0
6 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0
7 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0
8 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0
9 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0
10 0 0.00 7.00 0.85 0.00 30.00 0 1,1� 0 0 30.00 0 0 0
71 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0
12 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0
10397 93589 10397 93589
Mmax 935691b-ft
Finax 103971bf
AISC 7-]0 Wind Loads Fig 27.4.1 MaNOSLOPE Roof kmin 30.00 Ft
qhGCp
EnGosure Classification EnGosed
Wind
� B qhGCp
ComponentsofCladding,perASCE 7-10,usinQchapter
qZ�p 30,section 30.4.1 Componentsof Cladding
p=qh(GCp-GCpi)
qhGCp
�---� From Fig 6-5
L
GCpi=+/- .�g Pasitive(Acting Toward strud)
P�� Negative(Acting Away struct)
GCp=See teble
Table t Com utation of a
a ft
1 W 3.00
4h 720 s 3.00 ft
4%W 1.20
3ft 3
Ref Fig 8-14A
Area= 46B ft2 h<�p{�
a Away PA,,,,, Toward P?,,,q,�
AISC 7-10 Wind Loads Fig 27.4.1 MONOSLOPE Root' 2one 1 N/A -0.e -17.1 02 8.8
Zone 2 3.00 -1.7 32.8 0.2 6.6
Roof Zone 3 6.00 -2.6 -48.4 0.2 6.6
qZ�P qhGCp
Eq 8-22 Eq 6-22
� Wind loadrtaor PV A�nd nd Total Arta
Wind
� Ibf Ibf Area
qhGCp Zone t c 1408 �006 489
-� Zone 2 c o 0 0
2one 3 Ch 0 0 0
Requlratl Load balance chedc
� � using ASD,Basic Combinations of Loads according to ASCE 7-10 chapter 2
L section 2.4.1 Cond7=O.BD+O.6W
-15 Zone 1
O.eParrey+O.6W 0 Ibf Zone 2
0 Ibf Zone 3
Elevation w x L ae9 3.00 Zone 1
w x L o 0.00 Zone 2
w x L 0 0.00 Zof1e 3
Sheet 13
Roof Rafter Check Roof Rafter
Robb Residence
Wood Rafters 2x8, 16" OC
Member Information
Reference Design Values,
Section Properties Rafters Largest Member SP No 2
Section - Single 2x8 from Rafters Fb:= 925psi
Length:= 11.75ft F�:= 175psi
Depth := 7.25in + 0.75in W/Plywood Decking
E:= 1400000psi
Width:= 1.5in
Spacing between Rafters
Area := Depth•Width
Leff:= 16in
Area = 12•in�
WSolar�- 3psf
Width�Depth2
Sx�- 6 �Solar�- WSolar��eff
Sx = 16•in3
�Solar-4-plf
I ._ Width•Depth3
X 12 D• 2.Opsf+ 3plf
�oist�- �-eff'
IX = 64•in4 D• • = 5.667•plf
�oist
Known Adjustment Factors
NDS 4.3.1
CF:= 1.0 Size factor C�:= 1.0 Incising factor
CM := 1,0 Wet service factor Cr:= 1.15 Repetitive member factor
Ct:= 1.0 Temperature factor Cp:= 0.9 Load duration factor
Sheet 14
� , 7
. . 1
Roof Rafter Check Roof Rafters
Robb Residence
Worst case at the Rafters with the lag screws as point loads
Wsnow�= 42psf Length = 11.75ft
Wind Load calc: PV_lenght:= 65in PV_width := 39in
Paway�- -17.ipsf PToward �- 6.6psf
wwind_zonel �= Paway+ PToward =-10.5•psf Assumed min PSF of 10 psf
According to ASCE 7-10
Lr:= lOpsf D:= 7pif Wwind netl�= 10.Spsf
L�:_ �0.5Wsnow+ �Wwind_neti��'Leff = 42•plf
w:= 1.2D + L�= 50.4•plf
Tributary Area per Attachment Bolt= Number of Panels in a row x panel area/ Number of bolts
Panels:= 16 Nobolts�- 1'Z8- 2$ Assumed 1 bolt per Attachment
Area_panel:= PV_lenght•PV_width = 17.604•ft2
Area �Panels•Area_panel) 2
Trib�- = 10.06•ft FS:= 1.5
Nobolts
Loadbolt_zonel �- FS'Wwind netl'AreaTrib = 158.438•Ibf
Assuming min 28 point of loading per PV Array and the entire array is place in Zone 1
Spacing2:= 48in Max spacing set for attachments
Sheet 15
Roof Rafter CheCk Roof Rafters
Robb Solar Project
�O �r�I Gonzalez, PhD PE DOTec Corp
��' 3..� � ;�'m, , note only point
1 158.40 3.00 8.75 11J5 �oads located in
the Rafters
2 158.40 6.00 5.75 _ _ member are
3 158.40 9.00 2.75 shown
4 158.40 11.58 0.17
� �f � '� � �`
t3,t _ _�[��_
----•.
1 t_� j ,� .��,,,..,
y..._... _... .__"_'__."_._"__'-..�
Spacing 1.33 ft
Dis�ributed Lnad Case DLC
:1 1.5 psf I Plywood
2 3.0 plf 'Beam
Max Moment: Max Bending
� °' Ib-ft `�< psi
Max Shear
�Ibf
Max Deflection:
�in i/180 = �:�.�;+�Actual �OK
I/240 = � � �'-'�w�?�i'��ILocation 5.875 ft
I/360 = .. :�,� -�..
Section Properties
E 1400000 psi
b 7.25 in
t 1.5 in
t 0.75 in - Plywood Decking
���-�,,. 4
�_�•�' ��° �n Sheet 16
. . i
Structural Analysis Roof Rafters
,�_ �0.5Wsnow + �Wwind_netl��'Leff = 42�plf
�:= 1.2D + L�
w = 50.4•plf
Mload �= 1019ft�lbf
Mload - 1•223x 104•Ibf�in
Design Calculations
Bending Check
Roof Rafter has full lateral bracing from attached sheathing on the top and ends
have lateral support that prevent twisting rotation.
Depthnom �- $��
Widthnom �= 2in
Depthnom
=4
Widthnom
C�:= 1.0
Fprime_b�- Fb'�M'�t'�D'�r'�F
Fprime_b=957.375•psi
Mload
fb' S
X 100•�fb - Fprime_b�
Ratio:_ _-20.172
fb= 764.25•psi Fprime_b
bending := if�Fprime_b'-fb,"OK" ,bending = "OK"
Sheet 17
Shear Check Roof Rafters
End of 2x8 is notched
Fv_prime�= Fv'CD��M'Ct"�i
Fv_prime = 157.5•psi
�load �- 428.21bf
b:= Width
b = 1.5�in
d := Depth
d� := 5.5in
2
2 dn
ur_prime�- (3'Fv_prime'b'dn) d
Vr_prime -409.438•Ibf
shear:= if�Vr_prime '-�load ���OK" ,"Modify"�
shear= "Modify"
Deflection Check
Length
= 0,392•in
360
� := 0.2709in
Length �� �� �� � �� �
deflection := if 0� 360 ° OK , deflection = OK
Sheet 18
t g
. , �
� ' Starling Madison Lofquist, Inc.
Consulting Structura / and forensic Engineers
------� , ,•� � --
� 5224 South 39"' Street, Phoenix, Arizona 85040
tel: (602) 438-2500 fax: (602) 438-2505 www.smleng.com
IronRidge June 16, 2014
1495 Zephyr Ave Page 1 of 11
Hayward, CA 94544
Attn: Mr. David F. Taggart, Vice President Products
Subject: IronRidge XR1000 Rail, Roof Flush Mounting System— Structural Analysis
Dear Sir:
We have analyzed the IronRidge XR1000 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
International Building Code 2012 Edition
International Residential Building Code 2012 Edition
Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV
Modules, dated Effective November l, 2012 by ICC-ES
Aluminum Design Manual, 2010 Edition
The IronRidge XR1000 Rail is an extruded aluminum section with an overall depth of 3.00 in. and a
net area of 0.807 sq.in. The rails are used to support solar modules, typically, on the roof of a
building. See Exhibit A—attached. The rails are clamped to 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 Tables 1, 2 & 3 below for 0-6 degree slopes, Tables 4, 5,
& 6 below for 7-27 degree slopes, and Tables 7, 8 & 9 below for 28-45 degree slopes.
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
IronRidge June 16, 2014
Mr. David F. Taggart Page 2 of 11
IronRidge XR1000 Rail, Roof Flush Mounting System— Structural Analysis
Tabie 1 - MAXIMUM SPANS (inches) - Roof Slope 0 to 6 Degrees-Wind Zone 1
XR1000 Wind Ground Snow Load
Rail Speed
Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
100 163 138 116 109 97 88 80 75 70 66
105 163 138 116 109 97 88 80 75 70 66
110 163 138 116 109 97 88 80 75 70 66
120 161 138 116 109 97 88 80 75 70 66
Category 130 148 138 116 109 97 88 80 75 70 66
B 140 137 137 116 109 97 88 80 75 70 66
150 128 128 116 109 97 88 80 75 70 66
160 120 120 116 109 97 88 80 75 70 66
170 113 113 113 109 97 88 80 75 70 66
100 163 138 116 109 97 88 80 75 70 66
105 155 138 116 109 97 88 80 75 70 66
110 148 138 116 109 97 88 80 75 70 66
120 135 135 116 109 97 88 80 75 70 66
Category 130 125 125 116 109 97 88 80 75 70 66
C 140 116 116 116 109 97 88 80 75 70 66
150 108 108 108 108 97 88 80 75 70 66
160 101 101 101 101 97 88 80 75 70 66
170 95 95 95 95 95 88 80 75 70 66
100 149 138 116 109 97 88 80 75 70 57
105 142 138 116 109 97 88 80 75 70 66
110 135 135 116 109 97 88 80 75 70 66
120 124 124 116 109 97 88 80 75 70 66
Category 130 114 114 114 109 97 88 80 75 70 66
� 140 106 106 106 106 97 88 80 75 70 66
150 99 99 99 99 97 88 80 75 70 66
160 93 93 93 93 93 88 80 75 70 66
170 88 88 88 88 88 88 80 75 70 66
Notes—see page 11
Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineets
-2-
' IronRidge June 16, 2014
Mr. David F. Taggart Page 3 of 11
IronRidge XR1000 Rail, Roof Flush Mounting System— Structural Analysis
Table 2- MAXIMUM SPANS (inches)- Roof Slope 0 to 6 Degrees-Wind Zone 2
XR1000 Wind
Rail Speed Ground Snow Load
Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
100 143 138 116 109 97 88 80 75 70 66
105 136 136 116 109 97 88 80 75 70 66
110 130 130 116 109 97 88 80 75 70 66
Category 120 119 119 116 109 97 88 80 75 70 66
B 130 110 110 110 109 97 88 80 75 70 66
140 102 102 102 102 97 88 80 75 70 66
150 95 95 95 95 95 88 80 75 70 66
160 89 89 89 89 89 88 80 75 70 66
170 84 84 84 84 84 84 80 75 70 66
100 121 121 116 109 97 88 80 75 70 66
105 115 115 115 109 97 88 80 75 70 66
110 110 110 110 109 97 88 80 75 70 66
120 101 101 101 101 97 88 80 75 70 66
Category 130 93 93 93 93 93 88 80 75 70 66
C
140 86 86 86 86 86 86 80 75 70 66
150 81 81 81 81 81 81 80 75 70 66
160 76 76 76 76 76 76 76 75 70 66
170 71 71 71 71 71 71 71 71 70 66
100 111 111 111 109 97 88 80 75 70 57
105 106 106 106 106 97 88 80 75 70 66
110 101 101 101 101 97 88 80 75 70 66
120 92 92 92 92 92 88 80 75 70 66
Category 130 85 85 85 85 85 85 80 75 70 66
D
140 79 79 79 79 79 79 79 75 70 66
150 74 74 74 74 74 74 74 74 70 66
160 70 70 70 70 70 70 70 70 70 66
170 65 65 65 65 65 65 65 65 65 65
Notes—see page 11
Starling Madison Lofquist,Inc. Consulting Sttuctural and Forensic Engineers
-3-
IronRidge June 16,'20 i�
Mr. David F. Taggart Page 6 of 11
IronRidge XR1000 Rail, Roof Flush Mounting System— Structural Analysis
Table 5 - MAXIMUM SPANS (inches) - Roof Slope 7 to 27 Degrees -Wind Zone 2
XR1000 Wind Ground Snow Load
Rail Speed
Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
100 140 128 109 94 83 75 69 64 60 57
105 134 128 109 94 83 75 69 64 60 57
110 128 128 109 94 83 75 69 64 60 57
120 118 118 109 94 83 75 69 64 60 57
Category 130 109 109 109 94 83 75 69 64 60 57
B 140 102 102 102 94 83 75 69 64 60 57
150 96 96 96 94 83 75 69 64 60 57
160 90 90 90 90 83 75 69 64 60 57
170 85 85 85 85 83 75 69 64 60 57
100 120 120 109 94 83 75 69 64 60 57
105 114 114 109 94 83 75 69 64 60 57
110 109 109 109 94 83 75 69 64 60 57
120 101 101 101 94 83 75 69 64 60 57
Category 130 93 93 93 93 83 75 69 64 60 57
C 140 87 87 87 87 83 75 69 64 60 57
150 81 81 81 81 81 75 69 64 60 57
160 77 77 77 77 77 75 69 64 60 57
170 72 72 72 72 72 72 69 64 60 57
100 110 110 109 94 83 75 69 64 60 57
105 105 105 105 94 83 75 69 64 60 57
110 101 101 101 94 83 75 69 64 60 57
120 93 93 93 93 83 75 69 64 60 57
Category 130 86 86 86 86 83 75 69 64 60 57
� 140 80 80 80 80 80 75 69 64 60 57
150 75 75 75 75 75 75 69 64 60 57
160 71 71 71 71 71 71 69 64 60 57
170 67 67 67 67 67 67 67 64 60 57
Notes—see page 11
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
- 6 -
a � Z
, ' ' " Ir�nRidge June 16, 2014
. Mr. David F. Taggart Page 7 of 11
IronRidge XR1000 Rail, Roof Flush Mounting System— Structural Analysis
Table 6- MAXIMUM SPANS (inches) - Roof Slope 7 to 27 Degrees -Wind Zone 3
XR1000 Wind
Rail Speed Ground Snow Load
Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
100 115 115 109 94 83 75 69 64 60 57
105 110 110 109 94 83 75 69 64 60 57
110 105 105 105 94 83 75 69 64 60 57
Category 120 97 97 97 94 83 75 69 64 60 57
6 130 90 90 90 90 83 75 69 64 60 57
140 83 83 83 83 83 75 69 64 60 57
150 78 78 78 78 78 75 69 64 60 57
160 73 73 73 73 73 73 69 64 60 57
170 69 69 69 69 69 69 69 64 60 57
100 98 98 98 94 83 75 69 64 60 57
105 93 93 93 93 83 75 69 64 60 57
110 89 89 89 89 83 75 69 64 60 57
Category �20 82 $2 $2 82 82 75 69 64 60 57
C 130 76 76 76 76 76 75 69 64 60 57
140 71 71 71 71 71 71 69 64 60 57
150 66 66 66 66 66 66 66 64 60 57
160 62 62 62 62 62 62 62 62 60 57
170 59 59 59 59 59 59 59 59 59 57
100 90 90 90 90 83 75 69 64 60 57
105 86 86 86 86 83 75 69 64 60 57
110 82 82 82 82 82 75 69 64 60 57
Category 120 76 76 76 76 76 75 69 64 60 57
p 130 70 70 70 70 70 70 69 64 60 57
140 65 65 65 65 65 65 65 64 60 57
150 61 61 61 61 61 61 61 61 60 57
160 57 57 57 57 57 57 57 57 57 57
170 54 54 54 54 54 54 54 54 54 54
Notes—see page 11
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
-7 -
IronRidge June 16,20 T 4"
Mr. David F. Taggart Page 8 of 11
IronRidge XR1000 Rail, Roof Flush Mounting System— Structural Analysis
Table 7 - MAXIMUM SPANS (inches) - Roof Slope 28 to 45 Degrees-Wind Zone 1
XR1000 Wind Ground Snow Load
Rail Speed
Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
100 140 128 110 98 87 79 72 67 63 60
105 140 128 110 98 87 79 72 67 63 60
110 139 127 110 98 87 79 72 67 63 60
120 132 123 107 96 87 79 72 67 63 60
Category 130 126 119 104 94 86 79 72 67 63 60
B 140 120 115 102 92 85 79 72 67 63 60
150 114 111 99 90 83 78 72 67 63 60
160 109 108 97 88 82 76 72 67 63 60
170 105 104 94 86 80 75 71 67 63 60
100 133 124 107 96 87 79 72 67 63 60
105 129 121 106 95 87 79 72 67 63 60
110 126 119 104 94 86 79 72 67 63 60
120 119 114 101 92 84 79 72 67 63 60
Category 130 112 110 98 89 83 77 72 67 63 60
C 140 107 106 95 87 81 76 71 67 63 60
150 101 101 92 85 79 74 70 67 63 60
160 96 96 89 82 77 72 69 65 63 60
170 91 91 86 80 75 71 67 64 62 59
100 127 120 105 94 86 79 72 67 63 60
105 123 117 103 93 85 79 72 67 63 60
110 119 115 101 92 84 79 72 67 63 60
120 112 110 98 89 82 77 72 67 63 60
Category 130 106 105 95 87 80 75 71 67 63 60
� 140 100 100 91 84 78 74 70 66 63 60
150 95 95 88 82 76 72 68 65 62 60
160 89 89 85 79 74 70 67 64 61 59
170 84 84 82 77 72 69 65 63 60 58
Notes—see page 11
Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers
- 8 -
} �
� � '� IronRidge June 16, 2014
, Mr. David F. Taggart Page 9 of 11
IronRidge XR1000 Rai1, Roof Flush Mounting System— Structural Analysis
Table 8-MAXIMUM SPANS (inches)- Roof Slope 28 to 45 Degrees-Wind Zone 2
XR1000 Wind
Rail Speed Ground Snow Load
Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
100 140 128 110 98 87 79 72 67 63 60
105 140 128 110 98 87 79 72 67 63 60
110 139 127 110 98 87 79 72 67 63 60
Category 120 132 123 107 96 87 79 72 67 63 60
B 130 124 119 104 94 86 79 72 67 63 60
140 116 115 102 92 85 79 72 67 63 60
150 109 109 99 90 83 78 72 67 63 60
160 103 103 97 88 82 76 72 67 63 60
170 98 98 94 86 80 75 71 67 63 60
100 133 124 107 96 87 79 72 67 63 60
105 129 121 106 95 87 79 72 67 63 60
110 124 119 104 94 86 79 72 67 63 60
Category 120 115 114 101 92 84 79 72 67 63 60
C 130 107 107 98 89 83 77 72 67 63 60
140 100 100 95 87 81 76 71 67 63 60
150 94 94 92 85 79 74 70 67 63 60
160 89 89 8g 82 77 72 69 65 63 60
170 84 84 84 80 75 71 67 64 62 59
100 125 120 105 94 86 79 72 67 63 60
105 120 117 103 93 85 79 72 67 63 60
110 115 115 101 92 84 79 72 67 63 60
Category 120 106 106 98 89 82 77 72 67 63 60
p 130 99 99 95 87 80 75 71 67 63 60
140 93 93 91 84 78 74 70 66 63 60
150 87 87 87 82 76 72 68 65 62 60
160 82 82 82 79 74 70 67 64 61 59
170 78 78 78 77 72 69 65 63 60 58
Notes—see page 11
Starling Madison Lofquist,Inc. Consulting Sttuctutal and Fotensic Engineets
-9-
IronRidge June 16,`20 i 4
Mr. David F. Taggart Page 10 of 11
IronRidge XR1000 Rail, Roof Flush Mounting System- Structural Analysis
Table 9- MAXIMUM SPANS (inches) - Roof Slope 28 to 45 Degrees-Wind Zone 3
XR1000 Wind Ground Snow Load
Rail Speed
Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf
100 140 128 110 98 87 79 72 67 63 60
105 140 128 110 98 87 79 72 67 63 60
110 139 127 110 98 87 79 72 67 63 60
120 132 123 107 96 87 79 72 67 63 60
Category 130 124 119 104 94 86 79 72 67 63 60
B 140 116 115 102 92 85 79 72 67 63 60
150 109 109 99 90 83 78 72 67 63 60
160 103 103 97 88 82 76 72 67 63 60
170 98 98 94 86 80 75 71 67 63 60
100 133 124 107 96 87 79 72 67 63 60
105 129 121 106 95 87 79 72 67 63 60
110 124 119 104 94 86 79 72 67 63 60
120 115 114 101 92 84 79 72 67 63 60
Category 130 107 107 98 89 83 77 72 67 63 60
C 140 100 100 95 87 81 76 71 67 63 60
150 94 94 92 85 79 74 70 67 63 60
160 89 89 89 82 77 72 69 65 63 60
170 84 84 84 80 75 71 67 64 62 59
100 125 120 105 94 86 79 72 67 63 60
105 120 117 103 93 85 79 72 67 63 60
110 115 115 101 92 84 79 72 67 63 60
120 106 106 98 89 82 77 72 67 63 60
Category 130 99 99 95 87 80 75 71 67 63 60
� 140 93 93 91 84 78 74 70 66 63 60
150 87 87 87 82 76 72 68 65 62 60
160 82 82 82 79 74 70 67 64 61 59
170 78 78 78 77 72 69 65 63 60 58
Notes—see page 11
Statling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers
- 10 -
� -
� " ' Ir�nRidge June 16, 2014
, Mr. David F. Taggart Page 11 of 11
IronRidge XR1000 Rail, Roof Flush Mounting System—Structural Analysis
Notes—Tabulated values are based on the following criteria:
1. Building mean roof height=30 ft
2. Risk Category I
3. Solar module long d'unension=67.5 in
4. Provide 2 in. clear between roof and rail
5. End cantilever span(max) =0.40 x maximum span from above tables
6. No rail splices in end spans
7. No rail splices in middle 1/3 of interior spans
8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for
continuous rails of 3 or more spans.
Our analysis assumes that the rails, including the connections and associated hardware, are installed
in a workmanlike manner in accordance with the "IronRidge Roof 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 1ronRidge or Starling Madison Lofquist.
The adequacy of the supporting roof framing is to be determined by others.
Please feel free to contact me at your convenience if you have any questions.
"Professional Certifrcation. I hereby cert�that this plan, specification, or report was prepared by
me or under my direct supervision arrd that I am duly Licensed Professional Errgineer under the laws
of the State of Minrresota".
Respectfully yours, ; ,,..:.. .,,:9 ';
, .. •. F . t•t` •�!�
: .•• ••..� :
` � LICENSED •; �
f PROFESSIONAL ; -
= ENCiINfiER = =
Tres J. Warner, P.E. �cA�� 48820 r°��;
Design Division Manager :1�,�.., ..•' O;
i ........••• �5��
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Starling Madison Lofquist, Inc. Consulting Structutal and Forensic Engineets
-11-
uIMCrvJNrvJAKelnlnl,llt� I'RVI'IIICIAKTAIYVl.V1V�IVtIV11AL REVISION$
A I tKIAL �INIJM TOLERANCES:
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XXX:+/_.010 ROMI�OENGNIYRBROOlIC7qMMPURORAS�WIqLFWff11DYf711EWRITifN REV
ANGLES:+/-0.5° re°°°�wat°�u°°F�c'aena+�' q INffIALRELEASE OS/28/2014 SO
Module Mounting System
End Clamp
VARIES Q
XR 1 OOORaiI
Module Mounting System DETAIL B
Grounding Mid Clamp SCALE 1 : 4
VARIES VARIES
A
SLOPE
•
PLAN VIEW DETAIL A
SCALE 1 :40 SCALE 1 : 4
DRAWN $O �528'20�4
CHECKED $M 0`y�'p�d�� �RON RI QGE
ENG APPR. —
MFG APPR. — —
�A �oMMENTs: XR1000 ROOF MOUNT F�USH
SQE DWG.NO. REV
l /� A
CV V�Q�T A N/YAA 1 AT ` ^,DO NOT^ n r creio�i�en WFY:NT� I SHEEf I Of 3
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MODULE MOUNTING SYSTEM � �
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� C E 3M
EXISTING ROOF STRUCTURE DETAIL E
SCALE 1 : 5
MODULE MOUNTING SYSTEM
FLASHFOOT 33 MM GROUNDING MID CLAMP
(Or Alternate
flashing)
O
ROOFING 33 MM
(BY OTHERS) s inches
DETAIL D
SCALE 1 : 5
ROOFING FRAMING
(BY OTHERS)
/� IRONRIDGE
DETAIL C XR1000 ROOF MOUNT FLUSH
SCALE 1 : 4 COMMENTS:
SQE DWG.NO. A
EXHIBIT A - page 2 of 3 DO NOT
SCALE DRAWING SCALE:1:30 WEIGNT: SMEEf20F3
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F
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FLASHFOOT
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ROOF FRAMING
(BY OTHERS)
SCA EI 1 F 5 �' � � IRONRIDGE
�oMMENTs: XR1000 ROOF MOUNT F����
SQE DWG.NO. REV
A
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SolarEdge Power Optimizer
Module Add-On For North America
P300 / P320 / P400 / P405 �
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PV power optimization at the module-level
— Up to 25%more energy
— Superior efficiency(99.5%)
— Mifigates all types of module mismatch losses,from manufacturing tolerance to partial shading
— Flexible system design for maximum space utilization
— Fast installation with a single bolt
— Next generation maintenance with module-level monitoring
— Module-level voltage shutdown for installer and firefighter safety
USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.solaredge.us
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Module Add-On for North America
P300 / P320 / P400 / P405
P300 P320 P400 P405
�for 60-cell modules) (for high-power (for 72&96-cell (for thin film
60-cell modules) modules) modules)
INPUT
Rated Input DC Power�l� 300 320 400 405 W
............................................... ............................ ............................ ............................ ............................ ...... .......
Absolute Maximum Input Voltage 48 80 125 Vdc
..�Voc at.lowest temperaturel. ........................... ............................ ..............
. . ........... ......... .......... ......................................................... .
..MPPT Operatin�Ran�e................. ........................8.:48 .........8.:80 .......12.5_105........ ....Vdc.....
Maximum Short Circuit Current(Isc) 10 il 10 Adc
Maximum DC.InPut,Current............ ...........12:5............ ..........13.75........... .........................12:5.......................... ....Adc.....
. �...::::.:.:� .:..:.. ................:::::::::� ......................... .... .....
..Maximum EfficiencY..................... ......................................................99:5 ....�°......
.. ..... ... ... ..... .. ........................................................
Wei�hted EfficiencY...................... ......................................................98:8....................................................... .....�0......
Overvolta e Cate or II
OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLARED6E INVERTER)
Maximum Output Current 15 Adc
............. ...................................................................................... ...............
Maximum Output Voltage 60 I 85 Vdc
OUTPUT DURING STANDBY�POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power
Optimizer 1 Vdc
STANDARD COMPLIANCE
EMC FCC Part15 Class B,IEC61000-6-2, IEC61000-6-3
..SafetY.................................... ...................................IEC62109-1(class II safet,Y.),.UL1741.................................. .............
...... .. . ........... .. .... . .. .
RoHS Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System Volta�e 1000 Vdc
...................................................... ..............
Compatible inverters All SolarEd�e Sin�le Phase and Three Phase inverters
............ ............................ ............................ ..............
128x152x27.5/ 128x152x35/ 128x152x48/
Dimensions(W x L x H) mm/in
5x5.97x1.08 5x5.97x1.37 5x5.97x1.89
.Weipht_Sincludin.�.cables)............... .......................770.�.1:?....................... ........930.��:05...............930./.2:05........ ...�r.�.�b....
Input Connector MC4 Compatible
................ ....................... ........................... ..............
Output Wire Type/Connector pouble Insulated MC4 Compat�ble
................ ....................... ...........................................
Output Wire Lenpth 0 95/3 0 i 1 2/3:9 m/ft
. . ... .. ..................... . ......... ......... ........... ...... ......... ....................... ..............
Operatin�Temperature Ran�e -40:+85/:40-+185 'C/°F
............................................ .... . .. .
..Protection Ratin&........................ . ............................IP68/.NEMA6P .............
................... . . . . ................................................ .
Relative HumiditY........................ .....................................................�..-.100 %......
....................................................... ........
�'�Rated STC power of the module.Module of up to+5%power tolerance allowed.
PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V
A SOLAREDGE INVERTER�Z�
Minimum String Length
(Power 0 t�mizers $ 10 18
.. ..........P..........1...................... ..................................... ..................................... ..................................... ..............
Maximum String Length
(Power 0 t�mizers 25 25 50
.. ..........P..........1...................... ..................................... ..................................... ..................................... ..............
..Maximum Power per Strin.g............ ...............5250 ..............6000 ..............12750. ....W......
............... . Yes ............... . .............. .
Parallel Strings of Different Lengths
or Orientations
... ..... ................................................................................................................. ..............
���It is not allowed to mix P405 with P300/P400/P600/P700 in one string.
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For North America
SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US /
SE7600A-US / SE10000A-US / SE11400A-US
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The best choice for SolarEdge enabled systems
� Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance
— Superior efficiency(98%)
— Small, lightweight and easy to install on provided bracket
— Built-in module-level monitoring
— Internet connection through Ethernet or Wireless
— Outdoor and indoor installation
— Fixed voltage inverter, DC/AC conversion only
— Pre-assembled Safety Switch for faster installation
— Optional—revenue grade data,ANSI C12.1
USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us
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SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/
SE7600A-US/SE10000A-US/SE11400A-US
SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE7600A-US SE30000A-US SE11400A-US
OUTPUT
Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA
........................................... ................ ............... . .10000,�240V
................ ................ ................ . . .................. ...........
Max.AC PowerOutput 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA
........................................... ................ . 5450�240V.. . ,10950,�1a,240V. .................. ...........
.............. ........ ............... ................
AC Output Voltage Min.-Nom.-Max.�'� � �
183-208-229 Vac
. . ..................... ................ ............... ................. ................ ................ .................. .................. ...........
AC Output Voltage Min.-Nom:Max.�l� � � � � � � �
211-Z40-264 Vac
..AC Frequency Min.-Nom:.Max:�'�....... .............. ............ 593-60-60.5(with.Hl.country.settin�.57:.60:60.5}..._._....... ................ ...Hz.....
....... . .
Max.Cont�nuous Output Current...... .....12.5......I. ....16......I...21.�.240V...I......25.......I. ...3�......I...42 @ 240V ..I......47.5....... ....A.....
........... ......... .... .. .
6FDI Threshold 1 A
........................................... .......................................................................................................................... ...........
Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes
INPUT
Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W
........................................... ................ ............... ................. ................ ................ .................. .................. ...........
Transformer-less,Un�rounded......... . Yes........................................................... ...........
..............................................................
Max.Input Voltage 500 Vdc
........................................... .......................................................................................................................... ...........
Nom.DC Input Voltape 325 @ 208V/350 @ 240V Vdc
......... .. . ....
..Max.Input Current«�................... ......9.5......I......13......1..15.5.�.240V..1.......18......I.......23......I..30 S�?z2 OV..I.......34.5....... ...Adc....
Max.Input Short Circuit Current 45 Adc
........................................... .......................................................................................................................... ...........
Reverse-Polarity Protection Yes
........................................... .......................................................................................................................... ...........
Ground-Fault Isolation Detection 600kn Sensitivity
........................................... ................ ............... . .............. .................. .................. ...........
..Maximum Inverter Efficiency.......... .....97:7...... .....98:2..... ......98:3...... .....98.3...... .......98 98 98 �
. ...... ...........
...... .................. ........ ...
CEC Weighted Efficiency 97.5 98 97.5 @ 208V 97.5 97.5 97 @ 208V 97.5 3�
........................................... ................ ............... ..95..�°@.240V.. ................ ................ ..975�,240V.. .................. ...........
Nighttime Power Consumption <2.5 <4 W
ADDITIONAL FEATURES
Supported Communication Interfaces R5485,RS232,Ethernet,ZigBee(optional)
............................................................................... ...........
Revenue Grede Data,AN51 C12.1 Optional�'�
........................................... ......................................... . ....................................................... ...........
Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed�"�
STANDARD COMPLIANCE
Safety UL1741,U11699B,UL1998:CSA 22:2
. ......................................... ............... ........................................ ...........
Grid Connection Standards IEEE1547
........................................... .......................................................................................................................... ...........
Emissions FCC part15 class B
INSTALLATION SPECIFICATIONS
AC outPut conduit size/AWG ran�e 3/4:'minimum/16-6 AWG 3/4"minimum/8-3 AWG
......................... .. . .................................................... . ........................... ...........
DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/
AWG ran e 3/4"minimum/1-2 strings/16-6 AWG
...........&.............................. . .............14-6 AWG............. ...........
...................................................................................
Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ in/
HxWxD 775 x 315 x 260 mm
.. .......)................................ ................................ ................................................... ..................................... ...........
Weight with Safety Switch............. ..........51.2/23.2 I 54.7/24.7 ...........88:4/,40.1............ . Ib/.k�...
.......... .................................. ................ .
Natural
convection
Cooling Natural Convection and internal Fans(user replaceable)
fan(user
........................................... ................................................................... .
replaceable). ..................................... ...........
Noise <25 <50 dBA
........................................... ................................................................. . ...................................................... ...........
Min:Max.Operating Temperature
Ran e -13 to+140/-25 to+60(-40 to+60 version available ) 'F/°C
......8.................................... ........................................................................................5................................ ...........
Protection Rating NEMA 3R
........................................... .......................................................................................................................... ...........
�i�For other regional settings please contact SolarEdge support.
�'�A higher current source may be used;the inverter will limit its input current to the values stated.
�'�Revenue grade inverter P/N:SExxxxA-USOOONNR2(for 7600W inverter:5E7600A-U5002NNR2J.
�°�Rapid shutdown kit P/N:SE1000-RSD-Sl.
�s�-40 version P/N:SEazncA-USOOONNU4(for 7600W inverter:5E7600A-U5002NNU4�.
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MODULE MANUFACTURER,SERVICING THE � CONDITIONS SUCH AS CLOUDY DAYS, MORNING AND
GROWING SOLAR ENERGY MARKETS OF EARLY EVENING
CANADA AND THE US.
COMBINING PROVEN EUROPEAN TECHNOLOGY
WITH NORTH AMERICAN INGENUITY ALLOWS
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DIM�NSiANS�AR uE?�E�E Ei!��t���:Ri:-S��b�:'.'�:,� Peak Rated Power Pmop(W) 280 275 270 265
Maximimum Power Voltage Vmpp(V) 32.4 31.9 31.5 31.17
Maximum Power Current Impp(A) 8.14 8.69 8.58 8.50
992 mm
"�-- � Open Circuit Voltage Vo�(V) 38.9 38.8 38.6 38.4
I � 40 mm
'�E� � Shart Circuit Current Isc(A) 9.06 9.04 9.02 9.00
► E� • a • 1
8 x o 9mm Module Efficiency* Eff(%) 17.4 17.1 16.8 16.5
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� -` Power Output Tolerance [-0,+4.99]Wp
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; � �Ro�� I Dimensions(L x W x D) 1650 x 992 x 40 mm(65 x 39 x 1.6 inch)
i
I E� CMIFlEX6TN>1000mm Weight 19 kg(42 Ibs)
I
m i I ia.smm �, Output Cables >1.0 m(39 inch)symetrical cables with MC4 type connectors
I � 8xo4mm
j I � Junction Box IP-65 rated with bypass diodes
� i .
�_,�__ Frame Double webbed 5 micron anodized aluminum alloy
� � �� Front Glass Low-iron content,high-transmission PV solar glass
Solar Cells 60 Monocrystalline cells(156 x 156 mm),with aluminum surface shield technology
� , .. .- _. . -- -_ __ _ ___. ..- -- - -- _ _
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UL Listed ULC/ORD-C1703-1,UL1703
;----.------ - _ IEC Listed IEC 61215,IEC 6ll30
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, „ „ „ :, „ „ „ „ ,� Nominal Operating Cell +45°C(t2°C) Modules per box: 25 pieces
�°"�^m Temperature(NOCn Modules per 53'trailer: 150 pieces
�o.
Temperature Coefficient of Pma, "0•39%/°C
; -_---.-__--_._.___�_._________ ____. _ Temperature Coefficient of V� -0.31%/°C
,___�_ . _-----__- _._ _
3e
� , _ _-__ _-__ Temperature Coefficient of Is� 0.045%/°C
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Operational Temperature -40°C-+85°C ��
Max System Voltage 1000V(IEC)/600V(UL) �'�„ � � � � ����� �
e� .. �;:'; � -
� :,_:,�
Max Series Fuse Rating 15 A www.simpleray.com
1.800.952.3235
- - emaiL salesC�simpleray.com
� C E �En�� �� � - , -;� , ,�
i^� i„«rt� �' 10 Year Manufacturer's Workmanship Warranty
25 Year Linear Power Guarantee
(Refer to product warranty page for details)
CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.
�O 2014 Heliene Inc.All rights reserved.Specifications included in this datasheet are subject to
HELIEME change without notice.
� ,r T � � � � � � � � � � � � � � � Project Specifications: Labeling: Notes: Inverter Specifications: Special Wiring Legend:
, � Inverters:690.5(C)States-A warning Note#l:lnverters contain integrated Brand/Model-SolarEdge SE3800A-US
pp y q Continuous Output Current-16A """"'Groundin Electrode Conductor GEC
label shall a ear on the utilit AC/DC disconnects as re uired in 9 ( )
� ' Certification: All inverters are ULU41 or equivalent. interactive inverter or one shall be Artide 690 in the NE�.PV Source Naminal AC POW2►Output-3,800W ^�' Equipment Grounding Conducto�(EGQ
installed to indicate:"WARNING- Circuits according to 690.9(A)Exp. yyei hted CEC Effi<ienC 98%
' If inverter(s)types areTransformerless and the DC ELECTRIC SHOCK HAZARD IF GROUND (b)does not require overcurrent 9 y �/'t� WEEB or Equivalent EGC ConneCtlOn
Area EPS Photovoltaic Source,output,and input circuts are FAULT IS INDICATED,NORMALLY protection. Max.input Voltage-500 vdc(voc)
� 1 umgrounded.Black(-)and Red(+)shall be used for GROUNDED CONDUCTORS MAY BE Nominal DC input-350V ��Control CirCUit 120V
' � wiring. UNGROUNDED AND ENERGIZED. Note#2: Grounding electrode such Maximum DC Power(STC)-5,100W --Communication Circuit(Cat Se or 6e)
� ' as Building Steel,ground rod,&etc. �(I5c-13A
� Buildingsw/PV&UtilityServices:Building �Un-GroundedDCConductors
' If Applicable: shall be supplied with a permanent Note#3:Buildings Grounding ACVoltage Range-211-264V
Q Local EPS , Production meter to be wired"LINE"to Utilit and AC Nominal Valta e-240V-1 PH
Y plaque or directory indicating where the Electrode System. 9
'� "LOAD"to solar. service and photovoltaic systems AC FPequency Range-59.3-60.5 Hz
' disconnects are located if in a differant Note#4: Integrated AV DC Disconnect-optional
� ' If Applicable: location.
w Connection from"Production Meter"to"Bi-Direction- NoteiFS:Lockable AC disconnect to weight-51.2 Ibs.
' � Bi-Directional al Meter"by a dual lug system in meter similar or All otherlabels:All labels shall comply with be visable/accessible and located
,�,,., Meter ' equal to a Milbank K4977-INT. the corosponding label number on less than 10 feet from existing Main
�� 120/240 V `Labeling Requirements"and there Service and Identified with a light + ,�,. !'`;,-'-,
' a--+ M., �2�OA If Xcel Energy: perspective numbering.5ome labels refleding label. e'VI�w�� �"� �r•`�''�`"
Two above notes not applicable.Connection from come inte ral on s stem e ui ment and
'� � O 9 y 4 p C pliance City of ��ano Equipment List:
"Production Meter"to Bi-Directional meter will use must be verified,as not to double label
junction box as shown in diagram.Production Meter equipment. / II1VQPt2C:(1)SolarEdge
' Socket to be installed will have bypass Lever. Da� ` SE5000A-US
' � Modules:(18) Heliene 280W
' �@VI @t
' Mono
� ��� UtilityDisconnect: Square D
� �
� � � 120/240VAC/60A 1 PH 3R
' � Utility Meter:Milbank
�`�� ���� � � � � � � � � Module Specifications: 120/240V 200A
Brand/Model-SolarWorld SW 285 mono
'�' ' Max.Power at STC(+5W/-OW)-285 W
Efficiency at STC- 17% Energy Monitoring:n/a
' � ' 11altageatMax.Power-313vdc(Vmp)
� Main OCPD furrent at max.Power-9.84A(I mp)
' Q 200A ' OpenCircuitVoltage-39.7vdc(Voc) Customer:
�� Panel Board Junction ShortCircuitCurrent-9.84A(Isc)
� � 1PH120/240 BoX : Max.VoltageUVIEC-600/1000vdc TommRobb
LLJ ' 60A SeriesFuseRating-15A 570 Big Island
n n W W Dimensions(LxWxD)-65.95"X39.4"X13"
� �1 — — � ' Fused Wayzata MN 55391
� ^ � DisC. 612-799-3278
�N � � _
n n ' - See Note#5
'w �� �� See Note#3
y ' O �C - + - + Project Information:
' � �� �� String of iS Heliene 280W
� ' PV Production AC p� Totaling5.04kW p� 5.04kW Roof Mount
'O Meter Line � Optimizer _ _ _ _ _ _ _ _ Optimizer PV Solar System
N ' Single Phase,3
� � M Q See Note#1 �
, Wire �
V � � � � � � 120-24�V �— � SolarEdge SESOOOA-US � � �
200A Load SeeNote�2
#PV-1 L-101
(1-Line Diagram)
Installer:
Able Energy Corp.
Production meter to be 265 Mound View Rd.
within 10ft of utility meter River Falls,WI 54022
(715)629-9335
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. � � Enclosures / EMT Enclosures
OEMT/Conduit Raceways O Breaker Panal /Pull Boxes
�wARN�N(� � A/�/����A 1�_` `'f3eflective i"viateriai Req�iired) � � ���
rr IYv � o A NING A WARNING
ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD . ' � ,
DO NOT TOUCH TERMINALS � � � �� ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH LINE AND THE DC CONDUCTORS OF THIS � . � • � , , , • , � IF A GROUND FAULT IS INDICATED THE DC CONDUCTORS OF THIS
LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ARE UNGROUNDED NORMALLY f,ROUNDED CONDUCTORS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
IN THE OPEN POSITION
AND MAY BE ENERGIZED NEC 69031 I Part No.558-00206 NEC 690.4(F)I Part No.558-00257 MAY BE UNGROUNDED AND ENERGIZED AND MAY BE ENERGIZED
NEC 6905(C)I Part No.558 00498 NEC 69035(F)I Part No.558-00588
NEC 690.17(E)i Part No.596-00497 NEC 69035(F�Part No.596-00588
� WARNING Inverter Production / Net Meter A�ARNING � WARNING
ELECTRICAL SHOCK HAZARD
� BUIICIICIg �StfUCtUre DO NOT TOUCH TERMINALS SINGLE 120-VOLT SUPPLY
TURN OFF PHOTOVOLTAIC � WARN I N G � WARN I N G TERMINALS ON BOTH LINE AND DO NOT CONNECT
_���.�g AC DISCONNECT PRIOR TO ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD LOAD SIDES MAY BE ENERGIZED MULTIWIRE BRANCH CIRCUITS
IF A GROUND FAULT IS INDICATED IF A GROUND FAULT IS INDICATED IN THE OPEN POSITION
�`-`°"w,"'�•�`�"�° WORKING INSIDE PANEL NEC 690.10(C)I Part No.558-00591
.-_.,,.,-�,�.�-���,
1°""'�'`-, �r" NORMAI.�Y GROUNDED CONDUCTORS NORMALLY GROUNDED CONDUCTORS NEC 690.1 7(E)I Pdrt NO.558-00497
. _... NEC 110.27(C)&OSHA 1910.145(�(7) MAY BE UNGROUNDED AND ENERGIZED MAY BE UNGROUNDED AND ENERGIZED � � � � �
� Part No.596-00499 NEC 690.5(Q I Part No.596-00498 NEC 690.5(C)I Part No.558-00498 A WARN I N G � � � �
,1 � NEC 690.33(E)(2)I Part No.558-00244
A WARNING ,� Production/Net Meter TURN OFF PHOTOVOLTAIC
-- --- - ---- --- - AC DISCONNECT PRIOR TO ACAUTION
PER NEC 690.56(B)�Part No.558-00350 BIPOLAR PHOTOVOLTAIC ARRAY. �BI-CIIr2CtIO11dI� PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED
DISCONNECTION OF NEUTRAL WORKING INSIDE PANEL NEC 705.15(D)(4)&NEC 690.64
OR GROUNDED CONDUCTORS NEC 110.27(C)&OSHA 1970.145(�(7) Part No.;58 OOS87
QMAY RESULT IN OVERVOLTAGE
DC Disconnect/ Breaker/ Recombiner Box ON ARRAY OR INVERTER CAUTION: SOLAR ELECTRIC Part No.558-00499 AWARNING DUAL POWER SOURCE
NEC 690.4(G)I Part No.596-00590 SYSTEM CONNECTED ' ' � � � � � � SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
� �/� ����� � � � � � � � • � � � NEC 690.15&NEC 690.13(B)I Part No.558 00613 NE�705.17(D)(4)&NEC 690.641 Part No.558-00495
/y �
� �WARNING
ELECTRICAL SHOCK HAZARD AWARNING DUAL POWER SOURCE NEC 690.54 I Part No.558-00239
• • � SECOND SOURCE IS PHOTOVOLTAIC SYSTEM INVERTER OUTPUT CONNECTION.DO NOT
THE DC CONDUCTORS OF THIS RELOCATE THIS OVERCURRENT DEVICE.
PHOTovoLTAIC SYSTEM ARE uNGROUNDED IFC 605.113,IFC 605.11.1.4NEC690.15,NEC NEC 690.541 Part No.596-00239 NEC 705.12�D)(a;�,NEC 690.64 NEC 705_12(D)(2)(C) I Part No.558-00589
AND MAY BE ENERGIZED 690.13(B)&NEC 690.14(Q(2)I Part No.596-00238 Part No.558-00495 � Main Service Disconnect
NEc 59o.37rF;P�rt No s96-oosaa � , . �AC Disconnect/Breaker/Points of Connection A WARNING
� waRNiN� .. _. . __ � . . . . .
� � � � ;'", ����, �e i� � .p ELECTRICAL SHOCK HAZARD
' ' ' Y 1'�'� : ' ! DO NOT TOUCH TERMINALS � •
ELECTRICAL SHOCK HAZARD � � � � ; �;, , , �� . TERMINALS ON BOTH LINE AND
Do NOT TouCH TERMINALS ,# ,; LOAD SIDES MAY BE ENERGIZED NEC 690.15&NE�690.13(B)I Part No.558-00243
TERMINALS ON BOTH LINE AND •' '' IF�605.11.1,IFC 645.11.1.4,NEC.690.15,NEC IN THE OPEN POSITION
LOAD SIDES MAY BE ENERGIZED 690.14(Q(2),NEC 690.13(B)I Part No.596-00237 �� �� � � CAUTION: SOLAR ELECTRIC
IN THE OPEN POSITION NEC 690.53 I Part No.596-00241 1'� 11 : "1 1;• NEC 690.17(E)I Part No.558-00497
DC VOLTAGE IS ALWAYS PRESENT SYSTEM CONNECTED
WHEN SOLAR MODULES � WARN I NG VEC G90.S'I Part No.558 00252
ARE EXPOSED TO SUNLIGHT -� NEC 690.15&NEC 690.13(B)I Part No.558-00613
NEC 690.17(E)I Part No.596-00496 ELECTRICAL SHOCK HAZARD A WARN I N G
DO NOT TOUCH TERMINALS � � � � � � Main Service Disconnect/
' � ' �� �' ��� TERMINALS ON BOTH LINEAND TURN OFF PHOTOVOLTAIC Utlllt Meter
' '' 1' 1'�'� " LOAD SIDES MAY BE ENERGIZED y
, � , �� .� � ,s IN THE OPEN POSITION NEC 690.13(B)I Part No.558-00239 AC DISCONNECT PRIOR TO
• � • `
� � � �� •� � ��+ ' " '' NEC 690.17(E)I Part No.55&00497 WORKING INSIDE PANEL
� •
'' 1 1' ' " NEC 69053 I Part No.596-00253 NEC 690.5(C)I Part No.558-00499
� � ,
FOR���1�1RKING DC BACKUP SYSTEMS � � � � ,
NEC 690.7 5&NEC 690.13(B)I
Part No.596-00240
. . � � � '
Installer:
� Able Energy Corp. � � �
� � � � � 265 Mound Viev��Rd. � rM
�1 � - � River Falls,WI 54022
� � � � � Labeling Requirements ��15) 629-9335 �"�"' �-�� •
NEC Article 690.56(B)Part No.596-00474
Reflective Material Required.
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� �'.� ' � � ' � � � � �,i � .,� �� �� � '� Ob 0�erhead
- '�` � � � y�� �..� a� ���'s� ��w uctions
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.�� '- �u'�i,, '. �. �„� �. � fY�'-`� � 1 Equipment List:
1a�,ti': 1�I-O�ll: . __ ... . �r� c.•� - � � � Panels:i18)Heliene280W
. : � � � �'_`
. , ..
, ; � . � r
n ,�,`'*�y;,� '" � z � � �rc�' �_ - ��``��s � Mono
� � � ��
�" .c" �F � :
' �«� t���'� "+� .»��^ ,;, Imerter:5olarEdge
,° ��� � � -� � � � '�' �� ` � � SESOOOA-US
,. .,�r,, . ...;:-_ �
k �� d±
�£ �'�, ,= ',- ` � k"" . ,_, �
„ � � . �. �:,� &;� *`�� ; ��� " a Rackirrg:lron Ridge
� � �
���',� _ �%¢ � Y ��� - ��r+ :,~t � ,�� � w Attachment:Ejot
� r� �
��',�� � � � r% - ;1 �,�*^'�,� ��"����a Roof:Nsphault Shingle
� .e�Ka, �dh� m.s � ;�,. s'a � t
�" � a�'�� �c 9.*� .r •,� ,,«,,.- Y . ,�..u�p8i.
».�
,
,�. _ .
���*4.,� ��`p �' �.,. �s� � '� . ��' °��di Mount.Flush Mount
t����= � •�`�M� ���,a��� ��u.;.
� �'� , . fi.;s _.. ^ <�__� .�
��',-�L � 3�� � �'^, .�' �i` . ` .�Ml�y Customer:
�� �s E `�' � '�,' n / .1� , � 'q";x
� '!� , �a l�' ---�� "� "t � ��t � ,? � � ��
"�, „� , � q s i�.+ ..__ F , , „'. Tomm Robb
�If.. ,i,. i �,' "� ` 9� g��-'•� � �, . A , x .�ra �;` ���' S70B�glsland
,F: ''r . °_-- '. . ��. z�.�t.._r. �„�,''"x Wayzata MN 55391
{w.`• _ s� +� ���# �" � �T {t 1 ! �� 612-799-3278
� � .n� I� �C
h�i�: `e �
k9 ��• �� .` ,�i�cra '�' ,#
- � :. 7r� � '�:., r;;' �. "ic� a�.� �� �
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..; �' -% ... ,. � . ;
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,�
- �v� �� �� $;� � � �'��"�� , �� �� Projectlnformation:
r.
�� A �Y� �
� '� ,�_;, � � � � � ��-���ggg �"�4`- �`' ti:� 5.04kW Roof Mount PV
� k� - �.�= � r1��
� � � :» ��. §. ,.,�a�.��. A � t�_ . Solar System
"' _ "" �> ...��„� �`.��c,a � � mr..$�' i
�� r� Y�. � _ � _ � . �. � : �...
-'�. .�sc .�,^ y&y �.„ - z�r y,'��gi"�@ _�.�' �'`'�.� � '.
,y .� S'^ar� . � ty,: � a, fi� �IP',•.p�
� � � ���� �� �r� � � �... �,
a�*:= ,� � � �.e � .,. � ti'.
�� ��'� � �`"""�� & � � #PV-SP-101
� u
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:�:
_ � ,� � ��:,� :: .�'4 _�'�`�� �
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� ''�.���Sa�'��• �"�a�'`� �� ��-' ,> � < " � c : ;.�� (SitePlan)
� �"y - ��,. � � _ f •as '� a_ � a�a,a, ,s '�
• , r�: ` ,�" � ��� ,� Installer:
,�;= - `�- ;� _ � °�*�''��;�"!� Able Energy Corp.
�� ^` � ^'��'°�` � ' f a � ' 265 Mound View Rd.
� � � � � F ` � �•. Y�i��%^� RiverFalls,W154022
j . �� h. �,;� -^� �` :,�
p #` e ., "'�e N (715)629-9335
��:`�� �� � i.e � c.�,
*4 �'s�'�`f �� ��..��'�e: .�v _ � . � .�,y `` # , �c
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a '��,t,. ?` . 9 '� ` .,t°�'�. v�.,e�"� ° . . <;b4�a� vr�' 4
W E
S
, Note:
r ,
' �� ' ' There are no overhead
obstructions.
�3'
Equipment List:
Modules:(16)Heliene 280w
Mono
InverterType:(16)Sunny Boy
,�,'7� 56240-us-99-10
Chimney AttachmentType:EJOT Flashing
Racking Type:Iron Ridge
�
7� Roof Type:Asphault Shingle
Customer:
Tom Robb
53 Big Island
Wayzata, MN
55391
Project Information:
�3� 4.48kW Roof
Mounted Solar PV
System
#PV-LO-101
(PV Layout)
Installer:
N Able Energy Corp.
265 Mound View Rd.
River Falls,WI 54022
W E (715)629-9335
S
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