53 HIGHLAND ST - BUILDING INSPECTION �� 1
J �. K -] �O � �-1 1
' �� The Commonwealth of Massachusetts
' °� Board of Building Regulations and Standazds CITY OF
Massachusetts State Building Code,780 CMR SALEM
� � � Revised Mar 2011
O Building Permit Application To Construct, Repair, Renovate Or Demolish a
N One-or Two-Famdly Dwelling
This Section For Official Use Only
� Building Permit Number. �Date plied:
� � /���i��G>
,f� BuildingOfficial(PrintName) Signa[ure Daie�
I"�1 SECTION 1:SITE INFORMATION
�
1.1 Property Address: 1,2 Assessors Map&Parcel Numbers
53 Highland Street
l.la Is this an accepted street?yes � no Map Number Paroel Number
l.3 Zoning InTormation: 1.4 Property Dimensions:
RESIDENTIAL
Zoning District Proposed Use Lot Acea(sq R) Frontage(ft)
1.5 Building Setbacks(k)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water 5upply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 5ewage Disposal System:
' Public❑ Private❑ Zone: Outside Flood Zonc? Municipal O On sife disposal system ❑
Check if yesO
SECTION 2: PROPERTY OWNERSHIP�
2.1 Owner of Rewrd:
Raymond Cruddas SALEM MA. 01970
Namc(Print) City,State,ZIP
53 Hlqhland Stfeet (978)406-5369 raycruddas(o�pmail.com
No.and Street � � Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply)
New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units Other ❑ Specify:so�na Pv �
Brief Description of Proposed Work':Install Solar Electric panels on roof of existinq home to be interconnected with the
home's Elecfrical Svstem(29 panels at 7.395 kW)
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: OfScial Use Only
Labor and Materials
1. Building $4,000 1• Building Permit Fee: $ . Indicate how fee is determined:
❑Standard City/Town Application Fee
2.Electrical $8,000 ❑Total Projec[Cost3(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5. Mechanical (Fire $
Su ression Total All Fees:$
� Check No. Check Amount: Cash Amount:
6.Total Project Cost: $ �2,000 ❑paid in Full ❑Outstanding Balance Due:
�
SECTION 5: CONSTRUCTION SERVICES
' ' - §1 Construction Supervisor License(CSL)
` 101687 9/13/2018
SOLARCITY CORP./DANIEL D. FONZI License Numbcr expiration Date
Name of CSL Holder
List CSL Typc(see below) � �
800 RESEARCH DR
No.and Street Type Description
. U Unrostricted(Buildin s u to 35,000 cu.ftJ
WILMINGTON MA.01887 R Restricted 1&2 Famil Dwellin
City/Town,S[ate,'LIP - " �
M Masonr
RC Roofin Coverin �
� WS WindowandSidin I
' SF Solid Fuel Burning Appliances ���
978-215-2383 �FONZI@SOLARCITY.COM � InSu�atl0n
Tele hone Email address D Dcmolition
5.2 Regis[ered Home Improvement Contractor(HIC)
- 1685]2 3l8/i]
SOLARCITY CORP. HIC Registra[ion Numbcr 6xpiration Da[e
' HIC Company Name or I-IIC Registran[Name � - �
- 800 Research Dr allison.kelley@solarcity.com �
No.and Stree[ Gmail address
Wilminqton Ma.01887 978-215-2383
Cit /Towq State,ZIP ' Tele hone
SECTION 6i WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this applica[ion. Failure to provide
this affidavit will result in the denial of the issuance of the building permit.
Signed Affidavit Attached? Yes ..........� No...........❑
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1,as Owner of the subject property,hereby authorize soiarcrcyi oao�ei o Fo��� �.
to act on my behalf,in all matters relative to work authorized by this building permit application.
*See ContracUOwner Authorization ioi�4ii6 '
Print Owner's Name(Electronic SignaWre) Datc �.
SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION
By entering my name below,I h y atte under�ns and penalties of perjuty that all of the information
contained in this application ' ue a � accur the best of my knowledge and understanding. .
� 10/14/16
Print Owner's or Authorized AgenPs Name(Electronic Signature) Date
NOTES:
l. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will nod have access to the azbitration
, program or guaranty fund under M.G.L.a 142A.Other important information on the HIC Program can be found at
www.mass. ov� /oca Information on the Construction Supervisor License can be found at www,mass.eov/dns
2. When substantial work is planned,providethe information below:
Total floor area(sq.ft.) (including garage,finished basemenUattics,decks or porch)
Gross living area(sq. ft.) Habitable room coont
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating sys[em Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be subs[ituted for"Total Project CosY' �
��i CITY OF S�-1I.E,�1, �IL�SS�ICHLSETTS
;• �_ ' B1;IIDG�IG DEP�R'iJtEVT
13O W:�SHNGTOAi STREET,3"O FLOOR
� TEL (97� 745-9595
F.vc(97f� 740-9946
Kl�{gE.RI.EY DRISCOLL
�fAYOR �I�toMAs Sr.P�ues
DiRECTOR OF PI:BLIC PROPERTY�BI'IIDGNG CO�L\QSSIO�iEA
Construction Debris Disposal Affidavit I
(required for all demolition and renovation work)
Tn accordance with the sixth edition of the State Building Code, 780 CMR section 111.5
Debris, and the provisions of MGL c 40, S 54;
Building Permit# is issued with the condition that the debris resulting&om '
this work shall be disposed of in a properiy licensed waste disposal facility as defined by MGL c
111, S I SOA.
The debris will be transported by:
SolarCity
(name of hauler)
The debris will be disposed of in :
I SolarCity Wilmington I
(name of facility) ',
800 Research Dr. Wilmington Ma I
(address of faciliry)
sigaature of permit applicant
10/14/16
date
JebriutLdw:
' � i � T6e Camnromveaflh ojMassachusetls ��
=r
� Deparbnenf ojladusbralAccidenTs
O�ice offnvesttga/iexs
1 Congtess Stree�Suile 100
Ba.sJa►,M�I 02119-2017
wwxsmass.gou/dia
Warkers'Compensatioa Insurance Atfidavit:BneEdera/Cvntraclors/Elcctriciaus/Plumbers
Aoalfe�pt Iefora�,tian Piease krint L.eeibIv
Name�e�:m�org8e�a��fon�marv�a��: SolarCity Corp. �
Address: 3055 Clearview Way
C:itylStatelZip: San Mateo CA. 94402 Phane�l: 888-765-2489
I Are yoo,an empkycr?Cdeck the ep�•oprfafe bnx: � Typ¢otproject(rcquired}:
1.�1 am a employer wi[h 5,000 4. [] !aro a general contractar aad 1
emptnyees(Cull and/or pad-time).' have hired tl�e sub�coutradore �• �Ne�r cnnurucdon
2.� ]atn e sde proprietor or pariner- �������s�� 7• 0 Remodeling
aDip and hnve na employees Theae subcontreetors have $, �Demofition
workmg 2br me in any capaciry. �P1oYe�ead have workers' 9. []building addition
(No workars'comp,insuranea �amp.iusuranee.
��,� 5�.[� We�e a co�poration and its 10.[]Electrlaal tepairs or additiom
3-[]1 am e hameowner doing all ivork ���ve exercisad fAetr 11.Q.P3umbing ropairs oradditions
imyselC [Piu worlrers' caertp. s�iR3Ec;cauty�ui,{;�r bIGL l2.❑Roofrepairc
ins�uance required.j t c. 152,§1 jA),end wa ha�e�m
employas. (1Vo workers' 13�✓ Other S018f/PV
comp.u�surance reguiced.]
. 'MysppliCtaudulNiecke6oaBim�[slsotUloutlhCeocUaa6dowsYpwingtfieifwo�kew'oompepmtienpWicyinl�medon.
t Hommwncrs w6u submitlhls aEfidovk imliomfng WeY are doing ag xvrY ond dwn hi�e au6ide cana�tors mus�s�mh a new efl3davh IndiwtMGwch.
�Contceeion Wat chxk thk hme muet xrynched on edditioud eAem slaw�g tlre�me otNe su6Kaxraetora and sule wh��6e�or frot Wosa eMuias hwe
� empFayYos. IftbesW�comrraashaveemployees,iNevmiatprwidethe6wmkers'cwrippolirynum6er.
� 1 am an rrnployer lhaf ts pmvltt�itg wo�kers'co�aLmtlmn Limrmecc jor my ewployea�. Below is the policy rtpd jo4 sita
ly'ormatiae. �
�s�rencecAmpanyrt�e: Zurich American Insurance Company
Poiicya o�s��f;�.��.a: WC0182015-01 Facpimtion Date;9/1/2017
JobSiteAdrhess: 53 Highland St Ciry/State/Zip: Salem
Attach a copy af tBe workert'compensatton policy declaration page(showing tAe policy namber and ezplroUen date}
Fail�ae to secure coverage as icquRed under Se:tion 25A af NTGL o, iS2 tan kad to the impwkion of criminal penalNes oFa
fine up to Si,540.00 and/ar one-year imprisnnment,as well as civil peneJtles in the fom oFs STOP WORK QR,pFR end a fina
ot up ro 5250.00 a day against the violatnr. Bo advised that e copy of this etatament may be fonvarded to ttre Offce of
idvesdgations of'the DIA for insucance caverage verificatioa.
1 do k¢reby cerl�'y a rhe paixs a�ul penolNes vfparJarp�thN 1he ir{/'ormatlop provided above ls r'ue med ronert
�;en�wrG ���:�".��.�i�—ne�G 10/14/16
� Pho��e A� � . .
OJJktai use obly, Do tw!wrife rx t6b crea,fo he completed by ciry or tawn nff''ceiuL
Clty or Towe; permiULicense il
issu[ng Aulhorlty{c'vcic ane):
1.Board ufl4eallh 2,Building Department 3.Cilyll'own Clerk 4.$lect�icallpspector 5.Plumbing Inspectot
6.Other
Coatact Yerson: Phoqe#:
`
i �'^'f � '�/rf 4 ♦ /jF/!r♦ !f7!•rtlTt�jf r� � .(/(/.t.rflfi'!/Cl�.if'f��. s .
� �;� ,� Office of Consumer Affairs and Business Regulation ;
' �r. 10 Park Plaza - Suite 5170 . '
Boston, Massachusetts 02116
Home Improvement Contractor Registration � '
�
� 13e9istrel'wn: 166572
Type: SuDDlement Card
E�Iration: 3/8/2017
SOLAR CITY CORPORATION .
DAN FONZI — ------ _.. .....__..._
24 ST MARTIN STREET BLD 2UNIT 11 ? —�-� _— : -�—^— �
MARLBOROUGH, MA 01752 _._ _._..___—_ � _ �
Updete Addreae aod return cerd.Mark.resson for chenga �
• [] Addrave � �tenewa� � Employment ;_] LostCerd �
_ . � ... . � . .... ,. .. � .
� F `Pf�ee otComomwARshs&Bvsinaa Regotmiau License or regutration va6d for individoi use only
'��'Mf10ME IMPROVEAAENT CON7RIICTOR beforc thc ezplratlon date. If found returo m:
�.-.`t,,,�.'Regislratiom �68572 Type: OParkPlvauSute5l�p endBusinessRegalation ,
Expiratlon: yg/pp17 Supptemem Cerd Bostod.MA 02116 �
SOLAR CITY CARPORATION - .
� DAN FONZI --,�Lr'�- � .
90S5ClEARVIEWWAY ♦.�. ..+. •:_� �.. _ i
. SAN MATEO,CA 94402 Undeneercary Not vetid wkhout algnature � �
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� Bosrd af 6tt�idi�1 R�pulatrons a+K!�tarwl�d� �
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DocuSign Ernelope ID:86838E57-11A74ED68F5F-190CE084D63E � � F`�� � �
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CustomerNameandAddress ' � Installationlocation� Date ( � 1 � J
Raymond Cruddas 53 Highland SC� 3/7/2016 \ �/
Elaine Marie Cruddas `_,Salem;MA 01970 ��
53 Highland St - �
Salem,MA 01970 � ��
_ ___._._�c-��.. �_ �_.r'�
r} , . Here are the key terms of your SolarLease Agreement ~—� .
i ` .
� � ..I � . . � �
. �. 0 ;, 5 3 . 12. �, 20yr5
, .
�-Amount due at contrect signing �� First year mon p�ayment - Agreeme �m
„ (Est.Price per kWh rsp�ar:,$B,k�70) ��� ^ ' ,^2 I
� �..—' —1�N\. _ �— _._'`�NV � .
Initial here Initial her
�'�, � The SolarCity Promise A ',
�
� .We provide a money-back energy performance gu�e. �''�2 ��.
� •We guarantee that if you sell your Home,thebuyer iw Ii�qualify�to assume your Agreement. .. ._...__._ _,______ininai h�����`�, ��
.We warrent all of our roofin work. `\ //'_'�_\ y
•We restore your roof at the end of th�ement�� � ' � \ ���
�r ( /�1 �
•We warrant,insure and repair�the System. ..�� . �_____ _ �..... . . ......__..._._ ..._.............. . ........._.....F_�_....._io�t�ai, he ._=� J
•We fix or pay for any damage we m`y cauy to,yo�rproperty'� � . � 1 "
� J
.We provide 24/7 web-ena6leii--monitoring at no�additional cost. —�
�
� •The rete you pay us will.never increase 6y.m ro e�than 2.90%per year. �
•The pricing in this Agreement is valid�,for 30 days after 3/5/2016. �
r"� 1 \ � J �`' J �
� Your SolarCity Lease Agreement Details
��_�� ��_ � _�„
Your Choices at the End of the Initial Your Prepayment Choices During
Amount due at contract signing Term: ( � �the Term:
$� � .SolarCi will remove th, } ?If ou move ou ma re a the �I
� � r ___ _ ty e System at no J /// Y ,Y Y P P Y ...
Est.amount due at installation . additional cost to you. � i+� remaining payments(if any)at a _ ..
SO_ _ � .You can upgrade to a new System with discount.
the latest solar technology under a new
Est.amount due at building inspection �ontrect. �
$0
_ ` -- •You may renew your Agreement for up to I
Est.first year produdion ten(10)years in two(2)five(5)year
4,653 kWh + increments.,
,� � �Otherwise,the Agreement will
automatically renew for an additional one
/' �.(1)year term at 10%less than the then- �
� c'urrent aveiage rate charges by your local
ut�lity. r J
�� � `r� � 1 �
3055 Clearview Way;San Mateo,CA,94402-�88J65.2489 � solarcity.com �� 3sus
t i-� \ \ / �
Solarlease AgrePment,version7.1.3,Fe6ruary 15,2016`� _ ❑ ❑
SAPC/SEiA Com liant � ,
Contracror License MA HI[166572/EL-1136MR� � �`� � �
Document generated on 3/§/2016��.f j
�Copyright 2008-2015 SolarCity Corporation,All Rights Reserved �
L� !_� . ._- _ �
DocuSign Envelope ID:86838E57-11A7�ED6-8F5F-190CE084D63E , �� '
( ` , . ` � '.
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22. PRIVACY/PUBLICITY �� l�`� � �. 1 have read this Lease and the F�chibits in their entirety and I
You grant SolarCity the rightto publicly use,1display,share,� acknowledge that I have received a wmplete`y of t� ��
and advertise the photographic imag s,Projed details, �-ease. �
price and any oth�ano`n-peiso�II y i�ntifying'information
of your Projec[.SolarCity shall not knowingly'release any ��,
personally identifiable information about you or any data Customers Name:Raymondtrudda�
associa4ing you With the Project location.You may opt-out 7 ����}�
� \ . ��-_.r / �usie�reaq:
of these publicity nghts by giving us written notice and 1n _,
mailing it to:SolarCi�-Corpor�'ation,Attention:Publicity Opt Signature FK��� �
! �ABn1Cta9AAD24Fe...
Out,3055 Clearview Way,San Mateo,CA 94402. [ �
� � Date: � 3/7/2016
23. NOTICE OF RIGHT TO CANCEL ���
YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO .
MIDNIGHT OF THE THIRD BUSINE55 DAY AFTER THE DATE Customers Name:Elaine Marie Cruddas
o«�si�nea nr:
YOU SIGN THIS LEASE.SEE EXHIBIT 1,THE ATTACHED� I_
NOTICE OF C1INCELLATION FORM,FOR AN FJ(PLANATION Signature: ���(.�+.� � �
OE04C9DG152BOFD... � , ,
OF THIS RIGHT.
� Date: 3/5/2016 �
24. ADDITIONAL RIGHTS TO CANCEL �` �
IN ADDITION TO ANY R16HT5 YOU MAY�HAVE TO�UNCEL �
THIS LEASE UNDER SECTIONS 6 AN�23,YOU MAY AL50 SolarLease Agreement �� ;
� J �
CANCEL THIS LEASE AT NO COST AT ANY TIME PRIOR TO �
COMMENCEMENT OF CONSTRUCTION ON YOUR HOME.� •
�t.�� SolarCity �
25. Pricing y /-���,
\
The pricing in this Lease-is_valid for 30�day after 3/5/2016. � �ppCOVQ♦�,
If you don't sign�thi�Lease and reLurn it Yo.ls�or prior to � � \ `
30 days after 3/5/2016,SolarCity reserves the"right to ��`'� �
f % � i� i ! Signature: r � �� � �
��jec[this Lease unless you agree to our then current —�/ � �!
� pnang. ` � � Lyn�n�ive,CEO
i
Datei 3/5/2016'
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Solailease Agreement,version 7:13,Febmary 15,2016 � � /
r1633215 'd� � f ���• J� ` ! � �
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+ 1 s`': � ,4 ./!
Version#54.9-TBD
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- �;;;�olarCity
.,
March 24, 2016 . . �
RE: CERTIFICATION LEfTER
Project/Job# 0191908
Projed Address: Cruddas Residence
53 Highland St
Salem, MA 01970
AHJ � Salem � I
SC Office Wilmington
Design Criteria:
, -Applicable Codes = MA Res.Code, 8th Edition, ASCE 7-05,and 2005 NDS �
- Risk Category = II � �
-Wind Speed = 100 mph, 6cposure Category C
-Ground Snow Load = 40 psf � ' ',
- MPl: Roof DL= 10 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LUSL= 28 psf(PV Areas) �
� - MP2: Roof DL= 10 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas)
- MP4: Roof DL= 10 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas)
Note: Per IBC 1613.1; Seismic check is not required bewuse Ss = 0.31364 < 0.4g and Seismic Design Category(SDC) = B < D
�. To Whom It May Concern, �
A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCty.
Structural evaluation was based on site observations and the design criteria listed above.
� � Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading �
indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions
adopted/referenced above.
Additionally, I certify that the PV module assembly intluding all standoffs supporting it have been reviewed to be in accordance with the
manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. �
The PV assembly hardware specifications are contained in the plans/docs submitted for approval. S p
� •�
6i,
� K.
Digitally signed by HKariuki � � ��T�R� "�'
N0.51977
Sincerely, � �
Ddte: 2016.03.24 17:18:17 RF�,STEa�
Humphrey Kariuki, P.E. —04ioo� ��ONAI.
Professional Engineer
T: 443.4513515
email: hkariuki@solarcity.com
3055 Clearvie�v Way San Mateo.CA 9dd02 r(650)638-1028 (868)SOL-CIT' a(650)838-1029 solarcity.aom
`��?n Version#54.9-TBD �
�;;;SolarCity. � �
.
HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES
Landscape Hardware-Landscape Modules'Standoff Specifications
Hardware X-XSpacing X-XCantilever Y-YSpacing Y-YCantilever Configuration UpIiftDCR
, MPI 69" 24" 39" NA Staggered 503%
MP2 69" 24" 39" NA SWggered 503%
MP4 64" 24" 39" NA Staggered 503%
Portrait Hardware-Portrait Modules'Standoff Specifications
Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR
MP1 48" � 17" 65" NA Staggered 62.7%
MP2 48" 17" 65" NA Smggered 62.7%
MP4 48" 17" 65" NA Staggered 62.7%
� Structure Mounting Plane Framing r ualification Results
� Type Spacing Pitch Member Evaluation Results
MPl Sdck Frame @ 16 in.O.C. 20° Member Analysis OK
MP2 Sdck Frame @ 16 in.O.C. 20° Member Analysis OK
MP4 Stick Frame @ 16 in.O.C. 20° Member Anal sis OK
Refer to the submitted drawings for details of information mllected during a site survey. All member analysis and/or evaluation is based on fiaming information
gathered on site.The existing graviry and lateral load carrying members were evalua[ed in accordance with[he IBC and the IEBC.
3055 Clearv'�ew Way Sao Mateo,CA 94402 i f6501 638 -102 6 i888J SOL-CITY s(d501 638 - T029 solarclty.com
�
. STRUCTl1RE ANALYSIS - LOADING SUMMARY_AND_MEMBER CHECK- MPS
' Member Properties Summary
MPl HorizonWl Member Spans Rafter Properties
Overhang 0.99 ft Adual W 1.50"
Roof S stem Pro erties �`S an 1 �' ^�-11�.03 k'�'���� Actual D ��� 5 50 =_-�� �.�
Number of S ns w/o Overhan 1 Span 2 � � Nominal Yes
Roofin Material_.__ Comp Roof___ ___Span 3 A�� 8.25 in.^2
____
Re-Roof No Span 4 S„ 7.56 in.^3
Plywood Sheathin _- " Yes S an 5 " I " 20.80 in.^4
Board Sheathing None Total Rake S an 12.79 ft TL DeF1'n Limit 120
Vaulted Ceiling ___��: � ,No PV 1 SWrt� _ _1.92 ft. Wood Species ____ SPF�,�•.-_
Ceilin Finish 1/2"Gypsum Board PV 1 End 11.92 k Wood Grade #2 .
RafterSloPe ...._-...- --.-20° PV 2�Start .__.____ Fy�" 875 psi�_..___..
' Rafter S acin 16"O.C. PV 2 End F„ 135 si
Top Wt Bracing .___ Full _ __PV 3 Start_ _ . . . ��� E �� 1400000 psi
' Bot Lat Bracing At Supports � PV 3 End Em;,, � � 510000 psi
Member Loading Summary
Roof Pitch 5 12 Initial Pitch Ad'ust Non-PV Areas PV Areas
' Roof Dead Load DL 50.0 psf x 1.06 10.6 psf 10.6 sf
PV Dead Load ��`PV-DL__ __ __ 3.0 psf ����-z`1.06� ��. ________ . � 3.2 psf
Roof Live load � RLL 20.0 psf x 0.98 19.5 psf
LiJe/Snow Load LySL1�Z 90.0 psf x OJ � x OJ 28.0 psf 28.0 psf
Total Load Govemin LC TL 38.6 sf 41.8 sf
Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=OJ(CQ)(Ci)(Is)py; CQ=0.9,C.�=1.1,1,=1.0
Member Design Summary( er NDS)
Govemin Load Comb CD CL + CL - CF � Cr
� D + S 1.15 1.00 0,61 13 1.15
Member Analysis Results Summary
�. Govemin Anal sis Max Demand @ Location Ca aci DCR Result �.
Bendin + Stress 1322 si 6.6 ft 1504 si 0.88 Pass '�.
[CALCULATION:OF DE$IGN WIND LOADS�MPi , .
Mountin Plane Information 'v
Roofing Material Com Roof �
P
-_ -'"- - �'�`�"�^""�SolarCi�! '" ��`
PV System Type:�___ - _ -�.� _ - �� ty_SleekMount �` _
-�
_.
Spanning Vents No
_�_�_T��-•--.T� �_�. .. . -----. ..�_
Standoff Attachment Hardware) ._._ _ _Comp Mount Type C _ _
Roof Slope ZQ° � � �
Rafter Spacing.<_ -� � �� 16 O.C. �,,,` ��-"'
Fremin T e Direction Y-Y RaRers
Purlin S acin '" � � � �� � 2_ �X-X Purlins Onl � �W" _ �--NA �� `�` ����-� �""`-` "�
_. P__9-- - Y '�`` - - -��:.._�.__.,
Tile Reveal y Tile Roofs Only NA
- - - . �-�•� -�-_--'._�..��- - r,a.�--.
Tile�AttachmentSystem_.`. TileRoofsOnly-,�- NA_, ._�,,, �._e._
-- ---
Standin Seam ra S acin SM Seam Onl NA
Wind Desi n Criteria .m._�
II Wind Desi n Code _ F ASCE 7-OS � ��
- - --
Wmdpesgn Method�� ! _Partiall'y/Fully Enclosed Method�� � ���..�
..�.��_� _____. _..
Basic Wind Speed V � 100 mph � � Fig. 6-1
--
�� '� � _c�. _ , „�Section 6.5.63_
Exposure Cate94rV�..�.r --- _�.-C_ __
Roof Style Gable Roof Fig.6-11B/C/Dd4A/B
__�,...'.�__'..-r.-��w��
Mean Roof Hei ht h�'"T 4::�15 ft� - .:r•� ��"Section 6.2"�
Wind Pressure Calculation Coefficients
----- __------- - -
Wind Pressure 6cposure K� 0.85 Table 6-3
� -- - -
TopographicFacto� 'Kn�_ _ •-'x_�.a -`��s1:00 . ' �:.�*� .:� ��Section6.5:7.:�.:;..
_� .- --
Wind Directionality Factor ICa 0.85 Table 6-4
-�-�-�.-...�-__ �� __.. . . -- ---�- .�-.
Im ortanceFador I .__._______ 1.0_ _ _ _ __. _ _ . _, ._____Table6-1. .
Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15
18.5 psf
Wind Pressure
Ext. Pressure Coefficient U G � -0.88 Fig.6Q1B/C/D-14A/B
�I Ext. Pressure Coefficient� Down ���� G Down . 0.45 Fig.b-ISB/C/D-14A/B
Desi n Wind Pressure p = qn(GC) Equation 6-22
......_.,_...�
Wind Pressure U „ -16.2 psf
Wind Pressure Down Qo � 10.0 psf
ALLOWABLE STANDOFF SPACINGS
X-Direction Y-Direction
Max Allowable Standoff Spacinq Landscape 64" 39"
. -�- -
�, MazNlowableCantile_ver � �_tandscapey_�. � 24" .>• ��� NA�.
StandoffConfi uretion Wndscape SWggered f
Max Standoff Tributary Area Tnb _ _17,sf
-- -
PV AssembN Dead Load W-PV � 3.0 psf
NetWind_Uplift_etStandoff_��:��T-adua_I�. ���_ � ��.,-2511bs ,�..s:�- � —"" �':k.t::...
Uplift Capacity of Standoff T-allow � 500 Ibs
Standoff Demand Ca aci DCR� 503%
X-Direction Y-Direction
Max Allowable Standoff Spacing Portrait 48" 65"
_�. ._--,--.,�„r:�-.-- -- �--..
Max Allowable CanUlever _,,,,,�,�Por[rait�, ` •.__ _ r�17" �-.:,� �NA �-����
Standoff Confi uration Portrait SWggered
__ __._.._
' Maz Standoff Tributary Area Trib-�; ----- 22 sf
� PV Assembly Dead Load W-PV 3.0 psf
� ---- -�-.-_- _.�:--� - - -
Net Wind Uphft et St_ando_ff �T-actual _ _ _ _ -314 Ibs _ _ _ _
Uphft Capacrty of Standoff T-allow � 500 Ibs
, SWntloff Demand Ca aci �"DCR� 3"�r 62J% �
, STRUCTI�RE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2
' Member Properties Summary
MPZ Horizontal Member Spans Rafter Properties
Overhang 0.99 ft Actual W 1.50"
Roof S stem Pro erties �__._S n 1 � :�11.89 ft :,_ �u�=SActual D �:� 3�`�.-. 5 50 ��'��
i Number of S ans w/o Overhan 1 S n 2 Nominal Yes
Roofing Material_____ Comp Roof Span 3 A 8.25 in.^2
� Re-Roof No Span4� 5„ 7.56in.^3
Plywood Sheathing ' Yes ___ S an 5 " I 20.80 in.^4
. 8oard Sheathing None Total Rake S an 13.71 ft TL Defl'n Limit 120
Vaulted Ceiling- ��: No� - PV 1 Start �� -0.92 ft �Wood Species` �� SPF ^ x�;;�
_ _ - _
Ceilin Finish 1/2"Gypsum Board PV 1 End 13.00 ft Wood Grade #2
Rafter Slope.. 20° .___. _.PV 2 SW rt ,._Fb_ 875 psi .
_
� Rafter 5 acin 16"O.C. PV 2 End F, � 135 si
TopLatBracin . __�___ ____pufl PV3SWrt .,,.. E �� �� �� �1400000 si:�.,�..
Bot Lat Bracing At Supports PV 3 End Em;,, 510000�psi
Member Loading Summary
Roof Pitch 5 12 Initial Pitch Ad"ust Non-PV Areas PV Areas ,
Roof Dead Load DL 10.0 psf x 1.06 10.6 psf 10.6 psf �i
__- _
PVDeadLoad ...___ �- �,. PV-DL �-��- ���-�3.0 sf :.�x„1.06 � �'z � � �t�. 3.2 sf�;__�
Roof Live Load RLL 20.0 psf� � x 0.98 19.5 psf
Live/Snow Load � � " .. LL/SLl•' .. �40.0 psf x OJ � �x OJ . '�:'. 28.0 psf "' : '`.'-28.0 psf�+�� �,
Total Load Govemin LC TL 38.6 sf 41.8 sf ��
Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=OJ(CQ)(C�)(I,)p9; CQ=0.9,C,�=1.1,Is 1.0 '
Member Design Summary( er NDS)
Governin Load Comb CD CL + CL - CF Cr
D + S 1.15 1.00 0.57 13 1.15
Member Analysis Results Summary
Governin Ana sis Max Demand @ Location Ca aci DCR Result
' Bendin + Stress 1544 si 7.0 ft 1504 si 1.03 Pass
I�_ �
�CALCULATION OF DE5IGN WIND LOADS'MP2 .
--_
Mountin Piane Information '�
Roofing Material Comp Roof
-� ,. -�--- ..-_
PV System Tvoe ^ ���",:� �.�.e�-.n-:s�SolarCity SleekMount"" N- ��� 4 ��� ,,,��, -�.-���.
- -
Spanning Vents No �
_�
Standoff(Attachment H'ardware-� ...._. __-'-'�'�� � ...__. Comp Mount Type C
_ _ -
Roof Slope���_ Zp° �
-----� �..�...�_ -��
Rafte[Spacing��.. 16'�O.C,
Framin T e Direction Y-Y Rafters
Purlin_SPacin9 a, .. - .. �.,.'� . ... _X-X Purlins Only_ �_`:t ...... �.�r° . � NA��-.::� � .:�-�- _-.,:..--.-._-T
Tile Reveal Tile Roofs Only NA _ �_ _
, Tile Attachment System � _Tile Roofs Onty_.�„�^_ NA "� �
.. --- -- - -- _-� _�_..._.._._
� Standin Seam ra �5 acin SM Seam Onl NA
Wind Desi n Criteria _ __ � ___
Wind Design Code � ASCE 7-OS
. .._r--�.. -�:,r.--._..�.�_- .._ . _ _ ,..._ ..�._ � -_.�.
Wind Design Method�__ � Partially/Fully Enclosed Method� �
- •---_"---�'_ ___,w. ��
Basic Wind Speed � V � S00 mph � Fig 6-1__
� -�„�--^'^�--� �-
� ExposureCategory_ �_-���Y -_:-� s�� _ _ __=�r-��'. C�''��' ,;.Section6.5.63„
� ROOf$tylE � � Gable Roof Fig.6 116/C/D-14A/B �
--,
Mean Roof Hei ht �h 15 R Sedwn 6.2
Wind Pressure Calculation Coefficients _ __�.___ . __.
Wind Pressure Exposure � K� 0.85 Table 6-3
... _z �., . _ . _ _
I, Topographic Factor .Krt__� . 1.00 ' _Se'ction 6.5.7�,,.
'� Wind Diredionality Factor I(d 0.85 Table 6-4
-.,_,m_. ..,,g,�.--�-- - -,- _. � �� �-�
Importance Factor_ ��� I �'.-. 1.0�'� __Table 6-1__
Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15
18.5 psf
Wind Pressure
Ext. Pressure Coefficient U GC � -0.88 Fig.6-118/C/D-14A/B
_ — -
6ct. Pressure Coefficient Down G �w� �� � � 0 45 � Fg.6-33B/C/D-14A/8
--_ - __
Desi n Wind Pressure p = qn�G ) E uation 6-22
. ... ..__..---._.. _ . __.. .. . ......
Wind Pressure Up „ � � � -16.2 psf�— -
Wind Pressure Down aow� � 10.0 psf
ALLOWABLE STANDOFF SPACINGS
X-Direction Y-Direction
Max Allowable Standoff Spacinq Landscape 64" � 39"
- � ,..,._..�_��._�- -�--�--.
MaxAllowableCanUlev_er _.,, Landscape� - �•����� 24.��__ _ -�,:.:___ _ _- NA��,
Standoff Confi uration Landscape Staggered
Max Standoff Tributary�Area__���_�� `^Trib.,_ '—�� � � ���- � 17 sf �� �
� _._
PV AssembN Dead Load W-PV 3.0 psf
-- �-.-�--.-- _.�
Net Wind Uplift aEStandoff_ - T-adual� -251 1bs��_ , �
Uplift Capacity of Standoff T-allow 500 Ibs
----�z�.�� �-�, ---- _---
Standoff Demand Ca aci �� ��DCR e ,:a� 503%:�, ��', _ � �.m
. X-Direction Y-Direction
� Max Allowable Standoff Spacing� Portrait 48" 65" �
I -- - -- - -�� �e- -
Max.Allowable Cantilgv_er ��t�� .��P_ortrait��.; --- 17".. . .< �..,. .:�_�;:.NA�
Standoff Confi uration Portrait SWggered
Max_Standoff�Tn_buW_ry_Area ,_�Trib,�, ��` ���� - � � �� � �� 22 sf � � � �� _.__ ���
-
PV Assembly Dead Load� W-PV 3.0 psf
..._... � --- � ��
Net Wind Uplift at SWndoff �T;actual� -314�bs
--
Uphk Capanty of Standoff T-allow 500 Ibs
Standoff Demand Ca aci � �DCR"���.µ���= � . . . 62J%:w��.. . ,-�z.,.+.. '�'�'"�
- STRUCTyRE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP4
Member Properties Summary
MP4 HorizontalMemberSpans RafterProperties
Overhan 0.99 ft Actual W 1.50"
Roof S stem Pro erties S an 1�� �:�11.89 ft Actual D+� . � � � 5 50 �^���
Number of S ans w/o Overhan 1 � Span 2 Nominal Yes
_ Rooflng Material "�"`�° . _ Comp Roof. __ �Span 3 ;.r a��. �p�° y 8.25 in.^2 '
Re-Roof No � Span 4 S, 7.56 in.^3 ���
- - - ---
Plywood Sheathin � � � Yes �5 n 5��"�� � � I��� �'�� 20.80 in.^4.
Board Sheathing None � � Total Rake S an 13J1 ft TL Defl'n Limit 120
Vaulted Ceiling _�_'_ �� No � PV i 5Wrt 0.92 ft Wood Species__ ___ SPF _._
Ceilin Finish 1/2"Gypsum Board PV 1 End ���13.00 ff Wood Grade #2
RaRerSloPe _ .:�___. 20° .. PV2SWrt . .Fb.. _._875psi___-.
- -_.. _,.._'----- -
Rafter S acin 16"O.C. PV 2 End � F„ 135 si
__.
op at racm � "���,,,. . ..,_LL:Full .4�"_. .PV3SWrt . ��-.� ... __�_ '+E*:%�.rr -.. �1400000 si:=:.��
Bot Lat Bracin9 At Supports � PV 3 End Em;,, 510000 psi
Member Loading Summary
Roof Pitch 5/12 Initial Pitch Ad"ust Non-PV Areas PV Areas
Roof Dead Load DL 10.0 psf x 1.06 10.6 psf 10.6 psf
PV Dead Load � �� � � ����"-"� - .
. ..___ PV-DL �� 3.0 psf`� � ���x� 1.06 3.2 psf"":.��;
Roof Live Load RLL 20.0 psf �x �0.98� 19.5 psf
---
Live/Snow Load :_..� LL SL',za�. 40.0 psf ,:x OJ � x 0.7 28.0 psf 28.0 psf < •s
ToWI Load Governin LC TL 38.6 sf 41.8 sf
Notes: 1. ps =Cs*pf; G5-roof,Cs-pv per ASCE 7[Fgure 74] 2. pf=07(CQ)(C�(Is)Py; CQ=0.9,Ci=1.1,Is=1A �
Member Design Summary(per NDS
Govemin Load Comb CD CL + CL - CP Cr
D +S 1.15 1.00 0.57 1.3 1.15
Member Analysis Results Summary
Govemin Anal sis Max Demand @ Location Ca aci DCR Result
Bendin + Stress 1544 si 7.0 ft 1504 si 1.03 Pass
�LCUL'ATION OF DESIGN WIND LOADS'=MP4 •
Mountin Plane Information `�•
Roofing.Material Comp Roof _
PV System Type �, ��,�SolarCity SleekMount'"—~�^��..,� �—
Spanning Ventr � No
Standoff Attachment Hardware —� Comp Mount Type C
Roof Slope 2�° _
- - - �
RafterSpacing -� f � ����. 16�O.C. ���� � �- �
- -.__- . . ..�.��
Framin T e/ Direction Y-Y Rafters �
. .�--.-__ --•--- � � :,.
PurlinSpacing �� - �� .�:�X-X_PurlinsOnly�_,.�� -°- _NA=-° .�!_
Tile Reveal � Tile Roofs Only NA .
, .-_�..� � - �.._��._�-_� -- --�- ---�--�--�—
Tile Attachment System_ __ __ _ . Tile Roofs Only�._ NA_�_
, ._..- ---- - ��_.. _.__.� _.
i Standin Seam ra 5�acin SM Seam Onl NA
Wind Desi n Criteria ,_��_ . _.__ ..
,� Wind Design Code � � __ T _ASCE 7 OS
.__ . .-..,-��:. �:,
, Wind De_sign_Method _. _ ,� Partially/Fully Enclosed Method _ .,.___�
�I Basic Wind Speed V � _�100 mph _. � Fig. 6-1
6cposure.Catego_ry T � C� i �._Section 6.5.63_
Roof Style Gdble ROOf . Fig.6-118/C/D-14A/B
--�-:�-,-���.-.�--.-.z����:, ._. . .� ..-_ _ , ._
- Mean Roof Hei ht ._... h � 15 ft � , Sedion 62'
Wi�d Pressure Calculation Coefficients__ _ _ _ �.�.___ __
Wind Pressure Exposure K� 0.85 � � Table 6-3
-� o,._.�_. �- -•-- -_ : - -._._ ._ _�
Topographic Factor _ Krt w. .._1.00 Sectwn 6 5J
- - - - --- --_._.
Wind Diredionality Fador � I(a 0.85 Table 6-4
-�- �. ���� .,�.�- --� � -'
Im ortanceFador ___��_____ __ �I_____ __ _.__ _,_ __ lA Table6-1
Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15
18.5 psf
�� Wind Pressure
F�ct. Pressure Coefficient U GC � -0.88 Fig.6-11B/C/D-14A/B
Ext. Pressure Coefficient Down GC oown ____ ___0.45 �" � _ ____ __ _ Fig.6-118/C/Dd4A/B
� Desi n Wind Pressure p = qn(G ) . , Equation 6-22
. .__. ___._.�.------- --.. ... ...... ..
' Wind Pressure Up � „ -16.2 psf
Wind Pressure Down o 10.0 psF
ALLOWABLE STANDOFF SPACINGS
X-Direction � Y-Direction
Max Allowable SWndoff Spacing Landscape 64" 39"
._� _�,.� _�,_,.� _�.,,.
��, Max�Allowable Cantileyer�� Landscape`. �• :_:... -�24;t--. �,��� �� "�NA���„d__,
Standoff Confi uration �Landscape Staggered
Max Standoff Tributary Area ������ � �����_Trib,_ � � � � . 17 sf
PV AssembN Dead Load W-PV 3.0 psf ��
_- � �.-:_�.. :. ��._
Net Wind Uplift at Standoff =T-actual� -251 Ibs___ _ __� � �,
', Uplift Capaaty of Standoff T-allow 500 Ibs
_ ^.� --_.�:_-�� --�-
� Standoff Demand Ca aci . DCR ^uc�a . •503% �: �•.�..�xx � �����
X-Direction Y-Direction
� Max Allowable Standoff Spacing Portreit 48" 65"
-_..^.-_._.-.�.�� �� ----
Max.NlowableCantil.eyg_r `Portrait=.�, .17" '��NA�
Standoff Confi uration Portrait Staggered
MaxStandoff.TnbutaryArea ���.,�Trib�, _ - � - .22sf =�:-� ����� ,_ ��`���"��
PV Assembly Dead Load _ W-PV 3 0 psf
--� - -'�--�*�-----_-
Net Wmd Uplift at Stand'off'�'�' T-adual�: � 3141bs _� _ _ '�""'�
Uplift Capacity of Standoff �T-allow 500 Ibs
-----•_ -... ,,._--
--
Standoff Demantl Ca aci DCR 62.7%
, ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES
� A AMPERE 1. THIS SYSTEM IS GRID—INTERiIED VIA A
AC ALTERNAl1NG CURRENT UL—LISTED POWER—CONDITIONING INVERTER.
BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS.
CONC CONCRETE 3. A NAiIONALIY—RECOGNIZED TESTING
DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN
EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3.
(E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING
EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSIiION,
FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE
GALV GALVANIZED HAZARDS PER ART. 690.1Z
GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE
GND GROUND MULTIWIRE BRANCH CIRCUIT W1LL BE IDENTIFIED BY
HDG HOT DIPPED GALVANIZED PHASE AND SYSiEM PER ART. 210.5.
I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL
Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B).
Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER
kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR
kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC
LBW LOAD BEARING WALL DISCONNECi1NG MEANS PER ART. 690.31(E).
MIN MINIMUM S. ALL WIRES SHALL BE PROVIDED WITH STRAW
(N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY I
NEUT NEUTRAL UL LISTING.
NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE I
, OC ON CENTER UL—LISTED LOCAiION PROVIDED BY THE I
PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDWG I
P01 POINT OF INiERCONNECTION HARDWARE.
PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE
SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS.
S STAINLESS STEEL
STC STANDARD TESi1NG CONDITIONS
TYP TYPICAL
UPS UNINTERRUPTIBLE POWER SUPPLY
V VOLT
Vmp VOLTAGE A7 MAX POWER VICINITY MAP INDEX
Voc VOLTAGE AT OPEN CIRCUIT
W WATf
3R NEMA 3R, RAINTIGHT PVt COVER SHEET
PV2 SITE PLAN
J PV3 SiRUCTURAL VIEWS
�� PV4 THREE LINE DIAGRAM
LICENSE GENERAL NOTES Cutsheets Attached
6EN #168572 1• ALL WORK TO BE DONE TO THE 8TH EDITION
ELEC 1136 MR OF THE MA STAiE BUILDING CODE. ,
2. ALL ELECTRICAL WORK SHALL COMPLY WITH �
THE 2014 NATIONAL ELECTRIC CODE INCLUDING
MASSACHUSETTS AMENDMENTS.
MODULE GROUNDING MEiHOD: ZEP SOLAR
AHJ: Salem
REV BY DATE COMMENTS
� � . REVA AMIN 03/24/16 MV4ADDED.MCREASEDSYSfEM�9ZE.
�
UiILITY: Notional Grid USA (Massachusetts Electric)
• • � � � • � . — — �
CONFlDENIIAL- 1HE INFORMA710N HEAFJN JOB NUM�It �����' ���n� �g'�'
CONTAINED SHALL NOT BE UgD FOR 7HE JB-0191908 �� RAY CRUDDAS Ra Cruddas RESIDENCE Lateef Amin �c�te •
BENEFlT OF ANYONE IXCEPT SIXARCITY INC., yp�N71NG SYS7Ql: � SolarGty.
NOR 91ALL IT BE DISCLOSED IN NHIXE OR IN Com Mount T e C 53 HIGHLAND ST 7.395 KW PV ARRAY ��i�
PNiT TO O7HER5 W750E h1E REqPIEMYS P � '
ORGAIUZA710N, IXCEPT IN CONNEC710N VA7H �� SALEM, MA 01,970 .
7HE SALE AND USE OF 1HE RESPECIIYE (29) TRINA SOLAR # TSM-255PD05.18 . ` z4 s� uart��Driw,BuAdmg 2,Unil 11
SIXARptt EWIPMENT. WIIHWT 7HE NRITfQJ �� . j PA(S NPME: SHEEf: REV: DAIE T: (650)638-1 28 F:A(B50)638-1029
vero�issioH av sou�can iNc. SOLAREDGE SE6000A—USOOOSNR2 COVER SHEET PV � 4 3/24/2016 (eee�sa-an��sszaes) ....saam�y.�
t�
�
PITCH: 20 ARRAY PITCH:20
MPl AZIMUTH: 173 ARRAY AZIMUTFI: 173
t F��. MATERIAL: Comp Shingle STORY: 1 Story
2�' � PITCH: 20 ARRAY PITCH:20
o K. '"m MP2 AZIMUiH:263 ARRAY AZIMUTH:263
� iuKi N MATERIAL: Comp Shingle STORY: 1 Story
V 5 UCTURA�
N0.51979 PITCH: 20 ARRAY PITCH:20
�RFc�srEa``� MP3 AZIMUTH: 173 ARRAY AZIMUTH: 173
� ���� MATERIAL: Comp Shingle STORY: 1 Story
PITCH: 20 ARRAY PITCH:20
a STAMPED & SIGNED MP4 AZIMUTH:83 ARRAY AZIMUiH:83
o, (E) DRIVEWAY FOR STRUCTURAL ONLY MATERIAL: Comp Shingle STORY: 1 Story
� Digitally signed by HKariuki
�' Date: 2016.03.24 17:18:30 -04'00'
s
LEGEND
Q (E) UTILITY METER & WARNING LABEL
� INVERTER W/ INiEGRATED DC DISCO
& WARNING LABELS
3 � DC DISCONNECT & WARNING LABELS
-o
� AC DISCONNECT & WARNING LABELS
0
Front Of House � DC JUNCTION/COMBINER BOX & LABELS
C
� DISTRIBUTION PANEL & LABELS
Q LOAD CENTER & WARNING LABELS
O DEDICATED PV SYSiEM METER
D
� STANDOFF LOCATIONS
MPl � CONDUIT RUN ON EXiERIOR
--- � CONDUIT RUN ON INiERIOR
O _ i
M GATE/FENCE
� , i 0 HEAT PRODUCING VENTS ARE RED
' �`�� INTERIOR EQUIPMENT IS DASHED
A Inv `�J
SITE PLAN rnNI
Scale: 1/8" = 1' w�E
O 1' 8' 16'
5
w�uis�axmnt o�swwnat omcn:
WNFlDEN7IAL- 7HE INFORMAl10N HEREIN JOB NIIYBER � `��f'SolarCity.
CONTNNED SHALL NDT BE UffD FOR 7HE JB-0191908 �� RAY CRUDDAS •� •� Ray Cruddas RESIDENCE Lateef Amin �_ .
BENEFlT OF ANYONE EXCEPT SOLARqtt INC., NWNIING 51S7EN: j,�
NOR SHALL IT BE DISCLOSEU IN XHOLE OR IN Comp Mount T e C 53 HIGHLAND ST 7.395 KW PV ARRAY
PMtT TO OIHFRS W79DE 7HE REqPIENTS u��� SALEM, MA 01970 �
ORGANIZA710N, IXCFPT IN CONNEC710N WI1H 24 SL Marttn Orlw,BuOEing 2�nll 11
PVE SME AND USE OF 1HE RE�ECIIb£ �Z9 TRINA SOLAR # TSM-255PD05.18 . P�N�E g{�; qEy; pq7E; Marlb«ough.MA on52
_ SOLARqTY Ep11PNQlT, N17HWT THE WRITIEN ���; T: (650)638-1028 F. (650)fiJe-1029
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(E) LBW STAMPED & SIGNED
FOR STRUCTURAL ONLY (E) LBW
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MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MPZ X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES
LANDSCAPE 64" 24'� STAGGERED LANDSCAPE 64" 24�� STAGGERED
PORTRAIT 48�� 17�� PORTRAIT 48�� 17��
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ARRAY AZI 173 PITCH 20 ARRAY AZI 263 PITCH 20
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S 1 FENDER WASHERS LOCATE RAFTER, MARK HOLE
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ZEP ARRAY SKIRT (6) HOLE.
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n 5/i6" DIA STAINLESS (5) A WASHER.
V STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH
WIiH SEALING WASHER �6� BOLT & WASHERS.
MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN)
LANDSCAPE 64" 24" STAGGERED (E) RAFTER
PORTRAIT 4a° v° Ji STANDOFF
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CONFlDEN7IAL— 1HE INFORNA7IIXV HERON JOB NUNBEk �EMSE OMNEIt: OESqtlPiION: OF.9(N:
CONTAINED SHALL N0T BE USED FOR 7HE J B-0191908 00 ���l+ �
BENEFITOFANYONEEXCEPTSOLARq7YINC.. YpRl71NG51S7E1t RAY CRUDDAS Ray C�uddas RESIDENCE Lateef Amin �,,,cOI�r�I�"
NOR SMALL IT BE DISCLOSED IN NHOLE OR IN Com Mount T e C 53 HIGHLAND ST 7.395 KW PV ARRAY ��"}J V
PART TO O7HERS OU751DE 7HE REqPIENTS P � ,a
ORGrWI7A710N, IXCEPT IN CONNEC710N WIIH w�� SALEM, MA 01970
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GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE
BOND (N) �8 GEC TO TWO (N) GROUND Panel Number: NoMatch Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE #SE6000A-USOOOSNRQ LABEL: A -(29)TRINA SOLAR # TSM-255PD05.18 GEN �166572
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Overhead Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5
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(E) 200A/2P MAIN CIRCUIT BREAKER Inverter 1
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JB-0191908 00 PRFMISEONNER �noN: �:
CONFlDENTIAL- 1HE INFp2A1A710N HEREIN ,qB NUYBER: ��!!f •
CONTAINm 91N1 NOT� USED FOR 1HE RAY CRUDDAS Ray Cruddas RESIDENCE Lateef Amin i;,`So1ar�'�"
BENEFlT OF ANYONE EXCFP7 SOLARqTY INC., YOUNIIXG SY51EN: �
NOR SHALL IT BE DISCLOSED IN NHOLE OR IN Comp Mount Type C 53 HIGHLAND ST 7.395 KW PV ARRAY
PAfiT TO O7HQt5 W7SIDE 7HE REqPIENYS uaouus: SALEM MA 01970
RiE�ALE AND UxSE OF'7HE RE�EC7IYE TM (29) TRINA SOLAR # TSM-255PD05.18 ' PA�N� $HFET; REN DAIE �4 S` Marlbwough,MA1d��2 UNl II
SOLARqTY EQl11PMEHT, WIIHWT THE NRIT7EN �N�� T: (850)638-1028 F. (850)678-10ri
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WARNING:PHOTOVOLTAIC POWER SOURCE �� � ' � ' �` � �' � � �'-r•" "� � ' � "� � " �
,_ :._ 1/VARfVIIVG ` ;_ :'_ WARNING ' ,,.
ELECTRIC SHOCKHAZARD � ELECTRIC SHOCK HAZARD
'�� DO N0T70UCH TERMINALS � THE DC CONDUCTORS OF THIS '��
,�- • . • �TERMINALS ON BOTH LME�AND._;��_ PHOTOVOLTAIC SYSTEMARE � = �
PHOTOVOLTAICDC � LOADSI�ESMAYBEENERGIZEDi, r UNGROUNDEDAND
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MAXIMUM POWER-_V .•1 TERNIINALS.TERNIINALS ON
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PHOTOVOLTAIC SYSTENI
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DONOTTOUCHTERMINA�S '�� -CAUTION � ' ��
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"�"�SOIBfGty I Z�epSolar Next-Level PV Mounting Technology SOIBfCIty I ZepSolar
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Specifications
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� • Zep System gmunding protlucts are UL listed to UL 2703 antl UL 467 �
• Zep Syslem bontling producls are UL listed to UL 2703 �
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• Attachment meMod UL listetl to UL 2582 for Wind Driven Rain
Array Skirt, Griq End Caps
Part Nos.850-0113,850.1421,
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Module Add-On for North America
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SolarEdge Power Optimizer
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