38 BEAVER ST - BPA-16-328 SOLAR ' �7 O �-�- �'9� —Zc� S
• `v�u
' � The Commonwealth of Massachusetts °�t� �L W
��seEe.
��\///��� ' Board of Building Regulations and Standar s ' 1 ��LEM
� � Massachusetts State Building Code, 780 CMI�O'b p� �'� j��vised Mar 201/
Building Permit Application To Construct, Repair, RenovatelOr Demolish a
(� One-or Two-Family Dwelling
' � � ,:�.��: This SecYion For Official Use Only fa�
� BuildingPermitNumber: -r� �=E 'Da[eA pliediT � M{� `�.' 7• � xk
. y' ' �'� ' � �II .1 ;� >i
I d�i' . ��4 :`� _ kt k - x i � � ij� . ��. II �,�� �� �
Bu�iding OtTicial(PrintName) �',�� � Signature #'� 'ki ^ i(; Date 6 �
� ;a '�' ';�, ` SECTION l: SITE INFORMATION ��
� 1.1 Property Address: �� 1.2 Assessors Map& Parcel Numbers
38 Beaver Street 16 224
v
Ma Number Parcel Number
I his a��acce ted street. es no
P
l.la st
P Y
1.3 Zoning Information: 1.4 Property Dimensions:
RESIDENTIAL
� 7.oning District Proposed Use Lo[Arca(sq ft) Frontage(R)
� 1.5 Building Setbacks(ft)
Front Yard Side Yards ' Rear Yard
Required Provided Required Provided Rcquired Provided
� t.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public❑ Private ❑ Zone: _ Outside Flood Zone? Municipal � On site disposal system ❑
Check if yesO
� ;; SECTION 2: PROPERTY OWNERSHIP' r' � ,� i`
� �2.1 Owner of Record:
Mary Conley SALEM. MA. 01970
Name(Print) City,State,ZIP �
38 Beaver Street (978) 317-5497 Inmconley(a�verizon.net
' No.and Strcet Telephonc Email Address
�� ��� '�r SECTION 3: DESCRIPTION OF PROPOSED WORK2.(check all tliat apply) �N; '
�
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units O[her ❑ Specify:soua Pv
Brief Description of Proposed WorkZ:Install Solar Electric panels on roof of existinq home to be interconnected with the
home's Electrical System(16 panels at 4.08Kw)
�„' „������, h�� SECTION 4: ESTIMATED CONSTRUCTION COSTS �� "'.�.;.' ',�� .
;_
Estimated Costs: a� Rr� �.� ' ��� � _?
Item � � t�+ O�cial Use Onl
Labor and Materials) �, 9 � Y �"
l.Building $3,000 1�+Building Permit Fee: $ ��.. Indicate how fee is determined:
❑Standard CiTy/Town Application Fee �;� {� �I�, `, ;ry',
2.Electrical $7,000 � 3
❑Tota.l Projeet Cost �(Item 6)x multipl�er �. x'���
3. Plumbing $ 2. O[herFees: $ Y"•.:.a +.°.�. ..�� `�'�g'r ��. �'�
4. Mechanical (HVAC) $ List �� �� �
" W�� _
5.Mechanical (Fire $ ° � � '� y��
Su ression TotalAllFees $ �+�-. � ':�+�. ���� +"�.. �s,�
Check No��' Check Aniount' Cash Amount:
6.Total Project Cost: $ �Q�000 ❑Paid in Full `�E;;: ❑ Outstanding Balance Due�'y�
' .i,: �� ;t. SECTION 5:. CONSTRUCTION SERVICES `' '„;.. s.;� �„ ,j�.
� 5.1 Construction Supervisor License(CSL)
10168] 9/13/2016
SOLARCITY CORP./DANIEL D. FONZI License Numbcr Expiration Date
Name of CSL Holder
List CSL Type(see belaw) �
800 RESEARCH DR . Type �"'' Descnpdon'=F j' �''`'
No.and Str�eet � ���
WILMI � OI�T N M lD1887 U� Unrestricted(Buildings u to 35,000 cu.ft.)
R Res[ricted 1&2 Famil Dwelling
Ci owq Sta ,Z1P M Masonry
RC Roofing Covering
WS WindowandSidin
SF Solid Fuel Burning Appliances
978-2162383 Allison.kelley�solarcirywm � InsUlation
Tele hone Email address D Demoli[ion
5.2 Registered Hame Improvement Contractor(HIC) �
168572 3/8/17
SOLARCITY CORP. Daniel D Fonzi HIC Registraliori Number Expiration Date
HIC Company Name or HIC Registrant Name
800 Research Dr allison.kelley@solarcity.com
� No.and Street 8mail address
Wilminqton Ma.01887 978-215-2383
Ci /Town,State,ZIP Tele hone
SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permiY.
Signed Affidavit Attached? Yes ..........0 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 soiarc�ryi oao�ei o Foo:�
to act on my behalf,in all matters relative to work authorized by this building pertnit application.
*See Contract/Owner Authorization aisns
Prin[Owner's Nnme(Electmnic Signature) Date
SECTION 76:OWNER'.OR'AUTHORIZED AGENT DECLARATION 'K�' �ti
By enterin e below,I hereby attest under the pains and penalties of perjury that all of the inforniation
con ' ed ' i pplication is true and accurate to[he best of my knowledge and understanding.
4/5/16 '
Pr wner's or Au[horized AgenPs Name(Elcctronic Signaturc) Da[e
,� ��«,�. !' 'a , NOTES: s.f�3 , ."9x �, �:t= ,�+:�' � .
L � An Owner who obtains a building pertnit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will no[have access to the arbitration
program or guaranty fund under M.G.L.a 142A.Other important information on the HIC Program can be found at
. www.mass.eov/oca lnformation on the Construction Supervisor License can be found at www.mass.eov/dps
2. When substantial work is planned,provide the informa[ion below: �
Total floor area(sq.ft.) (including garage,finished basemenUattics,decks or porch)
Gross living area(sq.ft.) � Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system - Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project CosP'
, ,V ��yy?f � Version#55.3-TBD
��"�4SolarC'ty .
April 5, 2016 ),���5;�'�'���F�`�
RE: CERTIFICATION LEITER ` rb � �,�el�$ �� ,
�
Project/)ob# 0191982 � �� � �� .-
Projed Address: Conley Residence � �. f��.�J.999
38 Beaver Street ,4,
Salem, MA 01970 ������rST����_a�-Q
�
AHJ Salem .���� j
�'�S1aPtAL��-`�
I SC Office Wilmington �r '��t..�^�� � � � {
"C...-4i_,:"'�C. . '"�","MH'"1.,,'[-�-^-.1`
� Design Criteria:
� -Applicable Codes = MA Res. Code, Bth EdRion,ASCE 7-OS, and 2005 NDS
- Risk Category = II
-Wind Speed = 100 mph, Fxposure Category C
-Ground Snow Load =40 psf
- MPl: Roof DL = 10 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL = 18 psf(PV Areas)
Note: Per IBC 1613.1; Seismic theck is not required because 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 pertormed by a site survey team from SolarCity.
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 crderia above based on the requirementr of the applicable existing building and/or new building provisions
adopted/referenced above.
Additionalty, I certify that the PV module assembly including all sWndoffs supporting it have been reviewed to be in accordance with the
manufacturer's specifications and to meet and/or exceed all requirementr set forth by the referenced codes for loading.
The PV assembry hardware specifications are contained in the plans/docs submitted for approval.
Sincerely,
MarcuSHann, P.E. DigitallysignedbyMarcusHann
Professional Engineer Date:2016.04.0513:37:35-04'00' �
T: 888J65.2489 -
email: mhann@solarcity.com
3055 Clearview Way San Mateo,CA 94402 -{6501 6?,B -1028 t886)5{?L-CITY v I650)638-1024 solarcity.com
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�� ' E� HARDWARE DESIGN AND STRUCTURAL�`ANALYSIS RESULTS SUMMARY31TABLES�`'� G '� '
�. � Landscape '� �af:.��r�. ,.e�a!E � ..� Hardware-Landscape Modules'..Standoff Spec'rfications�m�an�'�"sti.�s� x�,�..<<� sr�r
�G�Hardware�I���� �� X-X Spacing X-X Candlever� i m�Y-Y Spacing � t�.Y-Y Cantilever , G Configuration .s.Uplift DCR
MP1 64" 24" 39" NA Staggered 62.6%
,Portrait q a. ,+�+� �r�:��a�a+��vi�i�i'����e HaMware-Portrait Modules'.Standoff SpeciFcations,�� � �� �M¢e �a. ���:: �
a
� �� Hardware� '. ��'X-X Spacing �riM X-X Cantilever Y-Y Spacing e>Y-Y Cantilever :Configuration ���. . t�n Uplift DCR=�c=u.:
MPI 32" 19" 65" NA Staggered 52.1°/a
Structu�re ; �{r,a n��rz�a:���MouMing Plane Framing +�� ual'rfication Results r���._». ��E���.
. m�� �{ .. ��.�rype u r nE �, �.� .F Spacing- �••� Pitch + Member Evaluation Results e:.. �� +�ar��,
� MP3 Stick Frame @ 32 in.O.C. 32° Member Impact Check OK
Refer to the submitted drawings for details of information collected durin9 a site survey. All member analysis and/or evaluation is based on framing infortna[ion
gathered on site.The ezisting gravity and lateral load carryinq members were evaluated in accordance with the IBC and the IEBC.
5055 Clearview Way San Matev,CA 94407 -(650)636-1028 i&&E)SQL-CITY r(b50)036-7029 solarciry.com
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` CALCUI:ATION'yOF DESIGN�WINp,LOADS�MPI i„ ������`�"' f '
MOU�ItIM ,'P8I12'IflfOCMO't101Y�4II',tt'i�, j6G[&Hii�iaEl.e '.� , �1�, aillmt�tiv �r,t*Wt' � I��"`fl(Y"ik.illFllil�'!R 9�6:46+i�,4Xi::> 'it,WaLl00�ti�i(t1t�Jtl�fdl�.'
Roofing Material Comp Roof
� , . . ,,,�..�_.��. . .� _.� �. ....... � p.
PVSystem.Type,�,,,„,,,w�,,,s- _.;,� i`� ��� „� �,��„��.�._„ll.SolarCi`tySleekMount'y� ;� ,�,E_,,,� — '��� 'x+
Spanning,Vents No � ;
SWndoff Attachment�Hardware��'�E�'���"�i i�'��'u� ���� �v���
CompMountT�peC �� . � s
Roaf Slope .. �..- 32° .:�. . . ..
Rafter SPacing �,: :. :, ��.�.��+�l��'..'� '�' _��'�..���32'�.O.C,. �'� `� - ��� �'�.�`��"�?�
Framin T e/Direction Y-Y Rafters
� Purlm SDacin9�E'ltd� .,. ..��i�� . .....,�.��l X-X_Purlins On.N..�,.,�� '«�........ a��L.,....�1��.�tNA 1�(.G�.....,.1�Iai;�., ���;I�,�.A �! a +�.�:. ',
Tile Reveal Tle Roofs Onty NA
Tile Attacfi�meot System' '�''�"'��Tle'ROoB.Onyy����"�+� .. " ',"�j�" NA"�,�� �"�� ` �`�����•: � j�`�
Standin Seam ra 5 acin SM Seam On NA
WInd�D�6i n.Crlt�l'ia .::�ilud.�Ci��P�f�P ��_ ^�E����,i3svnp+sru���w i��ui�,�[i��mu �� v�[ �n ' .;_ '�I1I . ,���'n:�. , ��i, ��t'.'��l��'i',a�_,�k�,�"��'
Wmd Design Code� ! � ! _ ASCE 7 OS y �
- Wmd pesign Method'�'"Y""���,���, � �'� � ��.�� b�?artally/Fully Endosed_Method�'���� E � �
Basic�Wind Speed V ����T100 mph - Fig 6-1
Exposure Cate9o!Y�.�i��� ��.�:. ��i ',. �� ,�i�,�>�,��.. : °.�N. t�ars6.t � C�� �..... �. ,� ..�Section 6.5.6 3_.
Roof$tyl2 Gable RoOf � Fig G116/C/D-14A/B
�—.�.�.���-- ..� —.—.� � t ' �h�-��Q.� ,,. . ..�� �-y.:: ,.,�,
Mean Roof Hei� ht ��� ^ � � � • - �� 25 ft t: ; ��. << :• Section 6.2 ��u
WindPressure Calculation Coefficients�����NErf!(WiiI7A1�H+I�iHIt'tr 1��,_ "' ij_ `) 7w,if�7�l�!thth�'IIWLI41�3E`�f€ N%: N�k Mt' �It�?INI�IIkil7�
Wind Pressure 6cposure K, 0.95 Table 6-3
Topographic Factor,,,,„,�,,,„�}�� � . �_i��Kn,� �„�,�� . � J.. �1:00�;, i �b��„,��Sectfon 6.5.7�.
Wmd Directwnality Fador ICd 0.85 Table 6-4
H�..�..W,.� ����� ��,�„—�«.IL�"� , :i .. . . 1.0�. ,�!"�,"i a��KK . �Ta61e6=1��
Im ortance Factor �' �� .,, _ � �..;, � ��
Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) �Equation 6-15
20.6 sf
rn n^ii;�c�i,��zrei�WindPressure �cr.�u,�auiyi,�sia€' _
Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B
� w� . .. � !� ��dII�lIFGIIF`�1��'9�lILiIi0.88 d:'. ..� .itffi'�:�It�7ll�i!'�i8a��� Fig.6-118/G/IJ�-14A/8
� Ext:�PressureCoefficient Down� . �+ »t�G����
, Desi n Wind Pressure � � p = qn(GC ) E uation 6-22 �
I Wind Pressure U ��_.��a�,, w va�m�3s�i:._�< ' ; r�� ����s+�m� 3�i�.t���.ii��i-19.6 sf � �r�a�i(�ta��tl��� ,E �i�g� � � H I�
' WihdPressureDouVh -����,. st�a�ii� � . �. w ar�a�i�a���{;�darn���uu,�r,l�.ai�18.0 sfe � .� iso�u�i�ir��r�= ���.17'�I������(�I�Ii�
'ALLOWABLE�STANqOFFe'SPACINGS ' ��" ��.r.��.��.��;��'�.,d.�` ;����,���
� nateu���mii�t��:X-Direction.�uii�a=�F, ;3;�r���aa,,,�,��,... Y-Direction�+��
Max Allowable SWndoff Spacing Landstap� 64' 39"
MaX�AllowableCantilever � +,:.� E `1.andscape�,_� � 24'* a „��-�� � NA �
Standoff Confi uration Wndsca e Staggered
Max StantloffaTribiita_ry Area � �.... � ����`�Trib � ,��# ,� �� �i" ... ,.. '`��17 sf�`-"".. _. �.�..:+� , , ..,•. .,�- � . ..,...
PV Assembly Dead load � W-PV � 3 0 psf
NetWindGpliftat5tandoff,�aa ��,� ?,.actual�, ......�" ,, �; � , , i�� �,3131b_s,,,,.'�,,,,>> ,a. _, , ���„�°j��;����
Uplift Capanry of Standoff T-allow 500 Ibs
Standoff Demand Ca��aci � ����� � � �� .'`"�DCR'"�E'.� .�."�il�,�'G,"�1°�'*T��'""�,,�"�'i�`62.6%��i���I �� � ,., ��`fi���" .�i�, ,�[l�II�!�
�E��... � <. �:I,,.'� �� X-DireRiani���ar aa�a���::�+ .. �iimir.: .�Y-Direct7an.��i�Gr�
Max Allowable Standoff Spacing. Portrait � 32" 65" �
Max Alloweble Cd.ntiley2r "'��_ Portrait-'�""���,'1� "�'" �� '�'�"'Z'19" '��..�" .,�,,, ;��� ,��F Nq,"��
Standoff Confi uration Portrait SWggered
MaxSYanGoffTribu#a._ry_Area.,��,�;j��.;.�� �� Trib� ��� gi�!�;;�,;�j��p�,��� ,�;�(74sf��,„i 'i "� ��-,�� � ���� �, a���+��.�;�
PV Assembly Dead Load e W PV 3 0 psf
. Net Wind_UpIRt at Skandoff ��� "��... � �� T�actual ..."����.�.�E ' ���260 Ibs -�. �:. � ���'[�'""""'� � �.t �:
Uplift Capacity of Standoff T-allow 500 Ibs �
Standoff Demand Ca ac' ` , '�'°'�"�"'�DCR�""'�,'� � . a..,.,n� ..i .�2.1% u ��.;�r i� +i =" r. o �, =�:i���',.
�STRUCTURE�ANALYSIS- LOADING SUINMARY AND MEMBER CHECK�MP'1'; ' ����� ":� , ' ��
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.� � ���3 �,f ,� ` �i ��MPL l��������j'��� .[:. p�erhan 016 ft Adual W 3.00"
���wn�tr����a;,�wi,iw �Roof� �nPro erties�m;r.� „��;.., .. . ..S.an.i ........ .__..... 6.57ft....., .. . ._.ActualD.N�� �i�i.iN��ni�3.75".(iil�„iiEFf�r'..
Number of 5 ans w/o Overhan 1 S an 2 Nominal No
Roofin Material uaiiit��HEi��+�.i��n�adu�;�e a;u�rCom Roof � `°� S �an 3 . . ' . . . . � p ��i�.. +��' +�3�� 11.25 in^2�ui,�:......
Re-Roof No �S an 4 5,� 7.03 in.^3
.. .__ a�e S an.5 �� _... _......I .aTi�� •�. .1318in:^4:r��...
PI oodSheathin...���m'�Hum�t�i�naa��a �.� .,nn.,.'.No ,
Board Sheathing Solid-Sheathin Total Rake S an � 7.94 ft TL Defl'n Limit 120
Vaulted Ceilin ?1�I�fi[ia!iaf���ti,•�at��r�:�e�:a�� �� �� ��No : sm'a PV 1:..Start n � : �1.08 ft'..:• .d;� : ..Wood S ecies�s ��um�o��SPF:anaF����twu�C.
Ceilin Finish 1/2"Gypsum Board PV 1 End 6.58 ft Wood Grade #2
RaRer Slo C lik6tlih�i(Iv�88:�iJHlI{t�Rkll�il'fz�I41 r,�.s �. 32° -...,� �ii PV 2 5tart� �i r�Hi�..^�,s�r �ir�• �pq, �r� ;c�e�'�F gGi�vu�u xiE�o�iii6875� si uu�.=�uir.�..
Rafter S acin 32"O.C. PV 2 End F„ 135 si
To Lat Braein n�o �..� •mim��.�f»� »e-.� ' Full -�p ... nfePV 3 StaK '�� �...�r' �mrE �€�,.` �sr ,��:�.�.�;s: �i E � a�e�[� ....... �t1400000� si==n��...
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PVDeadLoadi�.�;��f�i�iw,, ;in--..a� . t . PV-DL�.��,.r.�.. ���,E3A �'sfar,� �u n��^i��xd1.18���taq c�,a�La���,�`�Gr�t[�iaR...fl. �3.5 sfa. E��ii�;..
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,
• ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES
� A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A
AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONIN6 INVERTER.
BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ,
CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING
DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT W ,
EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. •
(E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING
EMT ELECiRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION,
FSB FIRE SET—BACK A SIGN W1LL BE PROVIDED WARNING OF THE
GALV GALVANIZED HAZARDS PER ART. 690.17.
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 SYSTEM 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 DISCONNECTING MEANS PER ART. 690.31(E).
MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN
(N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY
NEUT NEUTRAL UL LISTING.
NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE
OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE
PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING
P01 POINT OF INTERCONNECTION HARDWARE.
PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE
SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS.
S STAINLESS STEEL
STC STANDARD TESTING CONDITIONS
TYP TYPICAL
UPS UNINTERRUPTIBLE POWER SUPPLY
V VOIT
Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX
Voc VOLTAGE AT OPEN CIRCUIT
W WATT
3R NEMA 3R, RAINTIGHT PV1 COVER SHEET
PV2 SITE PLAN
� PV3 STRUCTURAL VIEWS ,
PV4 UPLIFT CALCULATIONS
� � '� � � PV5 THREE LINE DIAGRAM
LI EN E ENERAL N TE
C S G O S
'°'+ � Cutsheets Attached
I GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION � 4 � � t
ELEC 1136 MR OF THE MA STATE BUILDING CODE.
' 2. ALL ELECiT21CAL WORK SHALL COMPLY WITH
THE 2014 NATIONAL ELECTRIC CODE INCLUDING
MASSACHUSETTS AMENDMENTS. - `'
MODULE GROUNDING METHOD: ZEP SOLAR �r
AHJ: Salem . REV BY DATE COMMENTS
,�,,,.
� REV A NAME DA1E COMMENTS
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UTILITY: National Grid USA (Massachusetts Electric) �"
� � � .
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CONFlDENTIAL — 7HE INFORMAl1IXJ HEREIN Jpg NUMBE7C MIE1115E OMNEIi: DESCRIPIION: DE9GN:
� CONTPINED SHALL NOT BE USED FOR iHE JB-0191982 �� MARY CONLEY Mar C011le RESIDENCE Kevin Wong �?�!eG �^y /l�r'
BENffIT OF ANYONE E%CFPT SOI.ARCITY MC., AIWN7ING SYS7EL: � � ��,�JOIM��rI��
NOR SHNLL IT BE OISCLOSED IN NHOLE OR �N Comp Mount Type c � 38 BEAVER STREET 4.08 KW PV ARRAY
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ORGANIZA710N, IXCEPT IN CONNEC710N N17H r
� THE SALE AND USE Oi iHE RESPEC710E (i 6) TRINA SOLAR # TSM-255PD05.18 za s�.u�m Driw, Buldmg 2,Unit 11
SOLARqtt EOUIPMENT, N71HWT 7HE WRITTEN PAGE NAI@ SNEET: REV: DAIE MorlEorou�, MA 01752
PERMISSION OF SOLARqN INC. �NOER7ER T: (650)638-1028 F: (650)636—f029
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PITCH: 32 ARRAY PITCH:32
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MATERIAL: Comp Shingle STORY: 2 Stories
A
LEGEND
Q (E) UTILITY METER & WARNING LABEL
� � i� INVERTER W/ INTEGRATED DC DISCO
& WARNING LABELS
� DC DISCONNECT & WARNING LABELS
Digitally signed by Marcus Hann o AC DISCONNECT & WARNING LABELS
� DC JUNCTION/COMBINER BOX & LABELS
Date: 2016.04.05 1338:22 -04'00' 0
__, � DISTRIBUTION PANEL & LABELS
ST,4MPED"& SIGi1tED FOR �n`' � � ;;
STRUCT�lRAL C7V�LY O � �c LOAD CENTER & WARNING LABELS
O DEDICATED PV SYSTEM METER
;�"C��d4iys,� O CONDUIOTF RUNCON�EXTERIOR
�,�1. *p --� CONDUIT RUN ON INTERIOR
�C3k �y Front Of House — GATE/FENCE
+e�. � �' (E)DRIVEWAY
� p;qp;���g � � HEAT PRODUCING VENTS ARE RED
61 �� �R r�`, WiERIOR EQUIPMENT IS DASHED
�, ��
.c� ���4� � 38 Beaver Street `-J
�a '�c,sz���°,� SITE PLAN �
�`�sa �'��
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Scale: 3/32" = 1'
�����'� O 1' 10' 21' `�
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CONFlDEN7IAL— 7HE INFp2MA710N HEREIN Jp6 NU4BFk PRF1�6F OMNER: OE376PilON: DE9f�Yk
CONTAINm SIiALL NOT BE USID FOR iME J B-0191982 �� MARY CONLEY Mory Conley RESIDENCE Kevin Wong �'���SolarCity.
BENEFIT OF PNYONE E%CFPT SOLARqTY INC.. YWNiING SYSTEN: �•.,�
NOR 91ALL IT BE DISCLOSED IN YMOLE OR IN Comp Mount Type c 38 BEAVER STREET 4.08 KW PV ARRAY
PART TO O7HER5 W790E 7HE REqPIENYS
ptGANIZAlION, EXCEPT IN CONNECTION 'MTH �s SALEM MA 01970
y THE SNLE AND U� OF THE RE�ECIIYE (16) TRINA SOLAR # TSM-255PD05.18 � 24 Sl. NartN Drhe, BuOdNg 2,UnN 11
SOLARLYTY E�UIPMENT. N97HOUT 1HE NRITIEM I��: ' PACF NNIE ��: �' DA� T: (650)638-1028' Mp(6W)638-1029
PERMISSION OF SOIARqtt INC. SOLAREDGE SE3800A-USOOOSNR2 SITE PLAN PV 2 4/5/2016 (eea�sa-an(�ss-saes) ....aaa�ny.�«�
S 1 PV MODULE
5/16" BOLT WITH INSTALLATION ORDER
FENDER WASHERS
ZEP LEVELING FOOT 1 LOCATE RAFTER, MARK HOLE
� ) LOCATION, AND DRILL PILOT
4 ZEP ARRAY SKIRT (6) HOLE.
6�-9�� �4� �2� SEAL PILOT HOLE WIiH
ZEP COMP MOUNT C POLYURETHANE SEALANT.
(E) LBW .
ZEP FLASHING C (3) (3) INSERT FLASHING.
SI D E VI EW O F M P 1 NTS (E) COMP. SHINGLE �,) (4) PLACE MOUNT.
A (E) ROOF DECKING U �2) � INSTALL LAG BOLT WITH
M P 1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 5/16" DIA STAINLESS (5) �5� SEA ING WASHER.
STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH
LANDSCAPE 64" 24�� STAGGERED WITH SEALING WASHER �6� BOLT & WASHERS.
PORTRAIT 32�� 19�� (2-1/2" EMBED, MIN)
„ „ „ ROOF AZI 118 PITCH 32 (E) RAFiER
RAFTER 3 x3-3/4 �a1 32 OC qRRAY AZI 118 PITCH 32 STORIES: 2 � STAN DOFF
C.J. 2"x4" @24" OC Comp Shingle - Skip Sheathing Scale: 1 1/2" = i'
ST�MFE[1 & SIGNEd FC3R
.STRUCTU€tAL ON�Y
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CONRDEN7IAL- 7HE INFqtNA710N HEREIN JOB NUN�R: J B-0191982 00 ��OMNEN: 06CPoP710�k DE9Gk � �
. CONTAMED SHALL NOT BE USED FOIt iHE MARY CONLEY ����l+
BENEFlT OF ANYONE E%CEPT SqARqtt INC., YWNNIG S1S1E1k Mary Conley RESIDENCE Kevin Wong SolarCity.
NOR 91ALL IT BE UISCLOSED IN YMOLE OR IN Comp Mount Type C 38 BEAVER STREET � 4.08 KW PV ARRAY �►i�
rucT ro on�eas ou�si� n�e r�ar�ars Y��s SALEM, M A 01970
piGANIZATION, IXCEPT IN CONl�C710N WI1H
7HE SME M!D U� OF iHE RE�EC114E (16) TRINA SOLAR � TSM-255PD05.18 14 SL NMN OrNe, Buildmg 2. UNt 11
SIXARCItt EWIPMENT. N77HWT THE NRITiEN w��R: . � PRGE NAME ��: � DA�' T: (650)6b8-e1028 F:A(650)638-1029
PERMISSION OF SOLRRCItt ING SOLAREDGE SE3800A—USOOOSNR2 STRUCTURAL VIEWS PV 3 4�5�2016 (eaa}sa-an(�ssxaae) ....saa�uy.�