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29-277 (4) 335 BROOKSIDE CIR BP-2016-1174 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29-277 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-1174 Project# JS-2016-002022 Est. Cost: $10296.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq.ft.): 23086.80 Owner: LAPLANTE ROYAL W&KAREN M Zoning: Applicant• VIVINT SOLAR DEVELOPER LLC AT: 335 BROOKSIDE CIR Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CHICOPEEMA01022 ISSUED ON:4/8/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 4.68KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Date Paid: Amount: Building 4/8/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1174 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE01022(413) 331-0769 PROPERTY LOCATION 335 BROOKSIDE CIR MAP 29 PARCEL 277 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out IT Fee Paid T_ypeof Construction: INSTALL ROOF MOUNTED 4.68KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existin¢ Accessory Structure Building Plans Included: Owner/Statement or License 070940 3 sets of Plans/Plot Plan THE FOLLOWIN CTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORM N PRESENTED: roved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D i Si atur it i ficial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Department use only City of Northampton Status of Permit: -- Building Department Curb Cut/Driveway Permit I 212 Main Street Sewer/Septic Availability Alit 7 2016 Room 100 WaterlWell Availability Northampton, MA 01060 Two Sets of Structural Plans hon 413-587-1240 Fax 413-587-1272 PlotlSite Plan$ -- ,es�N3 Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Prooeft Address: This section to be completed by office (335 ,SSI e(C/1rr Map Lot Unit Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Cil' Name( ri ) C i' es Telephone Signature 2.2 Authorized Agent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Name 'nt) Current Mailing Address: 413-331-0769 Sig ire Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 1^ (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection t%n ot 6. Total=0 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L:` R: Rear Building Height ' Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved uarkina) #ofParking S es Fill: (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW © YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained © , Date°Issued:'• C. Do any signs exist on the property? YES O NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition Replacement Windows Alteration(s) Roofing Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks [Cl Siding[0] Other[C3] Brief Description of Proposed /Q� �� k� r : InstalI tton of oof mounted Dhotovoltai solar systems#of modules /, �f I�ItErriltfo`rt a istin �roo es i n o — C';t ing new a room v_Y� - o G n/4 /ate Attached Narrative Renovating unfinished basement Yes No Plans Attached Rall -Sheet ea.N New house and or addition to existina housina,complete the followina: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stones? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. A nature of Owner Date I, Vivint Solar Developer as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Savina Cervone Print e Signature of Owner/Age t Dat SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: John A Jalbert CS070940 License Number 150 Padeette St Unit B Chicopee, MA 0 1022 03/25/2017 Addres Expiration Date 413-331-0769 Sig re Telephone 9.Reaistered Home Improvement Contractor: Not Applicable ❑ Vivint Solar Devel"erlJohn A Jalbert 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi.UT 84043 1/5/2018 Address Expiration Date Telephone 413-331-0769 SECTION 10-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 permit. Signed Affidavit Attached Yes....... ❑ No..,,.. ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washi,igton Street Boston, i 1A 02111 www.ma*sgov/dia Workers' Compensation Insurance Affidavit,: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name (Business/Organization/individual): y i n f f/�a e } 1�G - Address: -3301 Su4t` S-od City/State/Zip: Le A L47-- g Y O 4 3 Phone#: gd I - 77-1 - Are Z1 -Are you an employer?Check the appropriate box: Type of project(required): 1. am a employer with 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. E] Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers haV�e exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]t employees.l,[No workers' 13.[1 Other comp.insutance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContraetors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: H r, 41, /4.n e r-l'C Av% -N S i t rdq H<L C s.mow M i t Policy#or Self-ins. Lic. #: 1,V L S'0 c1 ( U / U Expiration Date:rkmrm 1 (7 tT zUlG Job Site Address: 1 C..� ,� City/State/Zip: Attach a copy of the wor ers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as cavil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under the pains andpenalties ofperjury that the information provided above is true and correct Signature: Date: Phone#: Ojjtcial use only. Do not write in this area,to be completer by city or town official. City or Town: ]Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: viva 3301 North Thanksgiving Way, Suite 500 Structural Group Lehi, UT 84043 P: (801) 234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wyssling@vivintsolar.com April 04, 2016 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, LIT 84043 Re: Structural Engineering Services Laplante Residence 335 Brookside Cir, Florence MA S-4869753 4.68 kW Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of member$for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system,, 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Section 1: Prefabricated truss with all chords constructed of 2x6 dimensional lumber at 24"on center and a single layer of roofing. The attic spade is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Stability Evaluation: A. Wind Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 90 mph based on Exposure Category B and 40 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 3 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated fpr the Interior, Edge and Corner Zones of the dwelling. TA ff 'VA Ar o Page 2of2 B. Loading Criteria 10 PSF = Dead Load (roofing/framing) 40 PSF = Live Load (ground snow load) 3 PSF = Dead Load (solar panels/mounting hardware) Total Dead Load= 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manual", which can be found on the Mounting System Inc. website (usa.mounting- systems.info/en/solar-mounting-systems-company). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 '/2' thick and mounted 4 '/2' off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 lbs/inch of penetration as identified in the Nation Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/2', is less than the maximum allowable per connection and therefore is adequate. 4. Roof Section 1: Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every other roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than two (2) spaces or 48"o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, ��N OF s Q �t su Scott E. Wyssling, P No ��' / MA License No. 5 7 FSStpNA`�FN" TA rWks INOUN to o C N I I F---- -------------------- -0 o "T Z o I c: (� a CU e I I I U I I I I PV SYSTEM SIZE: 0 4.68 kW DC JUNCTION BOX ATTACHED TOrM - - ARRAYUSINGECOHARDWARETO - c\ L I KEEP JUNCTION BOX OFF ROOF UI I I o w` W J PV INTERCONNECTION POINT,INVERTER, LOCKABLE DISCONNECT SWITCH, I n • I S UTILITY METER LOCATION TIE INTO METER#15822988 I v a � OZ co Q L 18)Jinko JKM260P-60 MODULES I > > M ca M z W 75'OF 1"PVC CONDUIT w z X w z m I FROM JUNCTION BOX TO ELEC PANELU L 3 ( U) U) a Z Z M El M SHEET NEWM I NAME: LU — — — — — — — — — — — — — — I Z Q U SHEET NUMBER: PV SYSTEM SITE PLAN o SCALE:Custom > d J m z 0 0 T w 3 0 0 N N� 0 00 O a3U CD _ 80 <n 0 r 01 OLD CZ m n �a U) n D r � m � C7 � -A 3 m O O m r D Z z co Dm INSTALLER: LaWILplante Residence m ROOF 3 m INSTALLER NUMBER:1.877.404.4129 P`' ^ O m m m m 335 Brookside Cir �/ [ m MA LICENSE:MANIC 170848 Florance,MA 01062 p PLAN DRAWN BY:RBR S-4869753 Last Modified:4/2/2016 UTILITY ACCOUNT NUMBER:38993 36007 n C PV MODULE,TYP.MOUNT '� U TO RAFTERS,PARALLEL w WITH PLANE OF ROOF L-FOOT WITH CONNECTION O- O w Z m I Z 4► u7 Am FLASHING WITH c: O O 3 MOUNTING WATERPROOF SEALANT 1.0 LL U PV4.D DETAIL MID CLAMP DETAIL y.. . . . ,,�.. :. NOT TO SCALE ') / 5116"O,4 1/2'MINIMUM ( STAINLESS STEEL LAG SCREW TORQUE=1322 fl-lbs. PV ARRAY TYP. ELEVATION NOT TO SCALE ® I LEVELING FOOT ON COMP MOUNT NOT TO SCALE co END CLAMP DETAIL NOT TO SCALE v m �® o PERMITTED LEVELING L-FOOT WITH CONNECTION FOOT SPACING J END CLAMP Of N J FRAMING BELOW SHOWN END CLAMP a ' DASHED FOR CLARITY PHOTOVOLTAIC MODULE pV4.0 a, END CLAMP N _ I I I I I I I I I I I I I H LU m I I 1 1 I 1 1 I I I I PHOTOVOLTAIC MODULE ; 03 N CANTILEVER=U3 L=PERMITTED SPACING 7 in D3 I I I I I I I I OR LESS V OU I PUT 1 W LUz m I I I I I I I I I I I I I LU z I I I I I 1 I I I I I I I I I 1 I I I I c y I I I I I I I I I I I I z z z I I I I I I I I I SHEET I I I I I I NAME: I 1 1 I I I I I 1 I I 1 ROOF FRAMING L-FOOTWITH MIDCLAMP F' CONNECTION L-FOOT WITH CONNECTION Z Q MID CLAMP PERMITTED LEVELING pV4.0 O FOOT SPACING W PORTRAIT MODULES USING SHARED RAILS PV SYSTEM MOUNT DETAIL SHEET NUMBER: MODULES IN PORTRAIT/LNOT TO SCALE ANDSCAPE o NOT TO SCALE a DC Safety Switch Notes: Rated for max operating condition of inverter NEC 690.35 compliant N 'opens all ungrounded conductors U C m Notes: SE380OA-US-U Inverter Specs: ALL CONDUCTORS AC Operating 240 � « AC Operating Voltage 240 V x z Continuous Max Output 16A N��Z SHALL BE COPPER DC Maximum Input Current 13A '''2°o LLU Solar Edge Optimizer Specs: P300 DC Input Power 300W CU DC Max Input Voltage 8-48V J Design COndItIOr1S: DC Max Input Current 12.5A g DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2%DB Design Temp 32.5°C. Module Specs: 18 PV MODULES PER INVERTER=4680 WATTS STC Lowest Min.Mean Extreme DB -22.8°C 1 STRING OF 18 PV MODULES VOC Temp coefficient V/°C Jinko JKM260P-60 Short Circuit Current(Isc) 9.11A System S Open Circuit Voltage(Voc) 37.8V Specs:_ y p Operating Current(Imp) 8.47A R Max DC Voltage 500V Operating Voltage(Vmp) 30.7V a - o �� B Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A Max.DC Current per String 15A STC Rating(Pmax) 260W _TF - - :TT - Nominal AC Current 16A Power Tolerance -0/+3% N 0 ___ ___ "-Integral Revenue Grade Meter Compliant ALL INTERIOR RACEWAYS TO BE METALLIC J - - - - with ANSI C12.1-2008 Li L2 N SOLAREDGE a P3000PTIMIZERS e N SOLAREDGE I V I g m o a SE3800A-US-U INVERTER y U Siem ens ILNF21IR > Q SOLAREDGE_\ UNFUSED 100A >Z W K SAFETYti NEMA3 ir ir N j D SWITCH M* OR EQUIVALENT W W W m U Z N N J 3 z z g p 20A SHEET EXISTING NAME: 240V/200A AC w L LOAD-CENTER z 1 VISIBLE WITH 1-2 POLE 20A A Q LOCKABLE SOLAR BREAKER 'KNIFE'AIC 2 DISCONNECT _ SHEET L NUMBER: O PV WIRE IN FREE AIR INTO THWN-2 IN 1"PVC CONDUIT. 0 MINIMUM 10 AWG CU WIRE(RATED 90 DEG C)IN 1"PVC O 1 KEEP UNDER 2%VOLTAGE DROP.MINIMUM 10 AWG CU 2 CONDUIT.Ll,L2,AND NEUTRAL;8 AWG GROUND WIRE.KEE WIRE EACH(RATED 90 DEG Q.6AWG BARE COPPER EGC UNDER 1.5%VOLTAGE DROP. W OR 8AWG INSULATED COPPER EGC IN CONDUIT. mounting systems Project Information Contact Name 4869753 Street address 335 Brookside Cir City,State,ZIP Florance, MA,01062 Phone Email { s o. a Developer: Page 1 of 11 Date 4/2/2016 MS Version 2.0.28.0 Of mounting Systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Rooftype Gable roof Building length 29 ft 0.00 in Building width 26 ft 0.55 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 1.5 in Roof pitch 40° Rafter height 5.5 in M Rafter spacing 24.0 in a a -C I O" �h Developer: Page 2 of 11 Date 4/2/2016 MS Version 2.0.28.0 '� II mounting systems Loads Snow load Importance factor 11: 1.00 Ground snow load pg= 40.000 Ib/ftZ Shape factor C5= 0.462 Snow load-flat p,= 28.000 Ib/ftZ Snow load -sloped ps= 12.920 Ib/ft2 Wind load Basic wind speed v= 100.00 mph Terrain category B: Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q= 15.2310 Ib/ftZ M L Roof areas °- a Distributed Wind Loading per Base Rail Pressure [Ib/ft] Suction [Ib/ft] Field 37.137 -41.264 Edges 37.137 -49.516 Corner 37.137 -49.516 Dead load Module area AN,= 17.65 ftZ Modul weight GM= 41.910 lbs Dead load gm= 2.42',1 Ib/ftZ Developer: Page 3 of 11 Date 4/2/2016 MS Version 2.0.28.0 mounting systems Load combinations(ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFM Ed=D+0.75* L+0.75*(L,or 5 or R) LFK5: Ed=D+(0.6*W or 0.7* E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(L,or S or R) LFK6b: Ed=D+0.75* L+0.75*(0.7*E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6* D+0.7*E max action [Ib/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 15.450 9.863 -8.027 0.934 m z Edges I 15.450 9.863 -9.854 0.934 a Corner I 15.450 9.863 -9.854 0.934 max action [Ib/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 41.850 26.720 -21.740 2.529 Edges 41.850 26.720 -26.700 2.529 Corner 41.850 26.720 -26.700 2.529 Developer: Page 4 of 11 Date 4/2/2016 MS Version 2.0.28.0 i mounting systems max action [Ib/ft] (Lower Layer) usability validation [Ib/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 102.100 65.210 -53.070 6.173 102.100 65.210 -53.070 6.173 Edges 102.100 65.210 -65.160 6.173 102.100 65.210 -65.160 6.173 Corner 102.100 65.210 -65.160 6.173 102.100 65.210 -65.160 6.173 t a Q Developer: Page 5 of 11 Date 4/2/2016 MS Version 2.0.28.0 i0w— mounting systems Module field layout Module manufacturer Jinko Solar Module length 65.0 in Module type JKM260P-60 Module width 39.1 in Module power 260.00 Watt Frame height 1.6 in Number of modules 16 Modul weight 41.90 lbs Module orientation Landscape Overall power output 4.2 kWp Q ft 9.43 in 2 t .A' n O ft 16.53 Ir 4 !IF O.00in 2 ft 4.22 in a 4 13ft2.64 R f j I it 3.96 I {t 5.19 in Oft Developer: Page 6 of 11 Date 4/2/2016 MS Version 2.0.28.0 mounting systems s Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677 Ibf Rail Description GS 10/48 Moment of inertia Iz 0.16 in^4 Moment of inertia Iy 0.24 in^4 Resistance moment Wz 0.21 in^3 t Resistance moment Wy 0.24 in"3 a a Cross section area 0.55 in"2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Cross rail Description GS 10/48 Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in^4 Resistance moment Wz 0.21 in^3 Resistance moment Wy 0.24 in^3 Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Developer: Page 7 of 11 Date 4/2/2016 MS Version 2.0.28.0 mounting systems Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 43.6% 59.3% 0.0 in Edges 43.6 % 59.3% 0.0 in Comer 43.6% 59.3% 0.0 in Cross rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 66.9% 32.1 % 0.0 in 55.1 % Edges 66.9% 32.1 % 0.0 in 55.1 % Comer 66.9% 32.1 % 0.0 % 6.2 in 55.1 % The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. a a Developer: Page 8 of 11 Date 4/2/2016 MS Version 2.0.28.0 0 0 / °o O 00, A J t7 \ O _ N O � M 2.71 It X Attachment 0 splice B C 1 i Top layer A=GS 10148 14 It[13 ft 5.01 In] Lower Layer B=GS 10)48 16 It 6.54 It C=GS1014B12ft[4ft7.95in] B C I B C U7 T-7 � or < 04 ro fD O 7 N O O N P N O N Alpha' 00 0, r (D 0 0A "a c/1, 0 (D I-+- c: 4�- 23.00 ft 0 rn 3 3.92 ft .92 ft A I III 9.17 ft 9.17 ft 3 3.91 ft .91 ft 3.00 ft 23.00 ft 3.00 ft Ln M E5 (D On Field n Edges M Corner :D N 0 P Ili 0 PO 0 Alpha' mounting systems BOM Item no. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.157 lbs 24 0 24 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12") 0.000 lbs 2 0 2 702-0184 Module end clamp CS FH 40mm 0.112 lbs 16 0 16 700-0080 Module clamp CS FH 30-40mm 0.090 lbs 24 0 24 800-1087 BR 10/48 CS;14ft 13.623 lbs 8 0 8 800-1085 BR 10/48 CS;16ft 13.623 lbs 3 0 3 800-1089 BR 10/48 CS;12ft 13.623 lbs 3 0 3 706-0057 Splice,external,f.BR 10/48 CS 0.427 lbs 3 0 3 Total 199.743 lbs �o t a Q Developer: Page 11 of 11 Date 4/2/2016 MS Version 2.0.28.0 "ww_ mounting systems Project Information Contact Name 4869753 Street address 335 Brookside Cir City,State,ZIP Florance, MA,01062 Phone Email s CL Q Developer: Page 1 of 9 Date 4/2/2016 MS Version 2.0.28.0 mounting systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Rooftype Gable roof Building length 29 ft 0.00 in Building width 26 ft 0.55 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 1.5 in Roof pitch 40° Rafter height 5.5 in Rafter spacing 24.0 in c Q IIS' o� o` �o� 'L Developer: Page 2 of 9 Date 4/2/2016 MS Version 2.0.28.0 mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C5= 0.692 Snow load-flat pf= 28.000 Ib/ft2 Snow load-sloped ps= 19.380 Ib/ft2 Wind load Basic wind speed v= 100.00 mph Terrain category B: Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q= 15.230 Ib/ft2 M s a Roof areas a Distributed Wind Loading per Base Rail Pressure[Ib/ft] Suction [Ib/ft] Field 37.137 -41.264 Edges 37.137 -49.516 Corner 37.137 -49.516 Dead load Module area AM= 17.65 ft2 Modul weight GN,= 41.90 lbs Dead load gm= 2.421 Ib/ft2 Developer: Page 3 of 9 Date 4/2/2016 MS Version 2.0.28.0 mounting systems Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFM Ed=D+0.75* L+0.75*(L,orS or R) LFK5: Ed=D+(0.6*W or 0.7*E) LFK6a: Ed=D+0.75* L+0.75* (0.6*W)+0.75* (l,or S or R) LFK6b: Ed=D+0.75* L+0.75* (0.7*E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6* D+0.7* E max action [Ib/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 19.160 14.020 -8.027 0.934 -o Edges I 19.160 14.020 -9.854 0.934 a Corner I 19.160 14.020 -9.854 0.934 max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction 'Suction orthogonal parallel orthogonal parallel Field 51.910 37.970 -21.740 2.529 Edges 51.910 37.970 -26.700 2.529 Corner 51.910 37.970 -26.700 2.529 Developer: Page 4 of 9 Date 4/2/2016 MS Version 2.0.28.0 N4190111100 lo *IW mounting systems Module field layout Module manufacturer Jinko Solar Module length 65.0 in Module type JKM260P-60 Module width 39.1 in Module power 260.00 Watt Frame height 1.6 in Number of modules 2 Modul weight 41.90 lbs Module orientation Portrait Overall power output 0.5 kWp 24 tA3.83in 3 k 3.10 ml 15 07 17 A 010 r 21216 in + (0 L a a O R MA'! io:_ 3�rior�-, Developer: Page 5 of 9 Date 4/2/2016 MS Version 2.0.28.0 mounting systerns Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677 Ibf fastener distance 24.02 in Rail Description GS 10/48 Moment of inertia Iz 0.16 in^4 Moment of inertia ly 0.24 in^4 Resistance moment Wz 0.21 in^3 a Resistance moment Wy 0.24 in^3 Q Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 81.2 % 59.2% 0.0 in 42.0% Edges 81.2% 59.2% 0.0 in 42.0 % Comer 81.2% 59.2% 0.1 % 14.0 in 42.0 % The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever, and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 6 of 9 Date 4/2/2016 MS Version 2.0.28.0 mounting Systems Construction Q M N 00 R � O u � II Q u�i Q X M n fV Q Q Q Q L _4 d Developer: Page 7 of 9 Date 4/2/2016 MS Version 2.0.28.0 00 N 23.00 ft o � M 3.92 ft 3.92 ft -- - ------------ ---- --- _ _...------- -------—-I-- - -- I i 9.17 ft 9.17 ft t-t 3.91 ft 3.91 ft N 3.00 ft 23.00 ft 3.00 ft o0 o' (D C 1 Field (—I Edges M Corner 3 N 00 O N 0 9 O t� Alpha' `+w mounting SyStLems BOM Item no. Description Weight Quantity add. Items Sum 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12") 0.000 lbs 1 0 1 702-0184 Module end clamp CS FH 40mm 0.112 lbs 8 0 8 800-1089 BR 10/48 CS;12ft 13.623 lbs 4 0 4 Total 55.393 lbs m t a 4 Developer: Page 9 of 9 Date 4/2/2016 MS Version 2.0.28.0 s vff RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT Customer dame and Contact dnformation. transaction Date 2016-03-17 Name(s) ROYAL LAPLANTE Sevice No. instaida,6on Location Address 335 BROOKSIDE CIR Approx`:mate Start and Cor-Pietion Date 335 BROOKSIDE CIR FLORENCE MA 01062 2016-09-13 FLORENCE MA 01062 riome?hone 4135862607 CedlPhone 4135862607 E-Mail royalkaren61@hotmail.com .119 $ U yrs Up-Front Cost Energy Price($/kWh) Initial Term Our Promises + + + + + + + + Your Commitment . Pay for the Energy produced by the System. - Maintair a broadband nternet connection. - Keep Your roof in good condition,throughout - Continue service with Your utility for any the Term, energy used above and beyond the System's production. - Respond to Our sales and support teams when scheduling and completing paperwork. At the End of Your Initial Term - You can renew the Agreement for a - You can request that We remove the subsequent teat?; System at no additional cost. - You can purchase the System;or If You Move - Vie guarantee You car,transfer the Agreement - You can rvocate the System to\our to the new owner,regardless of c edit rating; new home;or . You can prepay the Agreement; - After the sixth anniversary,You car purchase the System. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. ne N`ct;ce o$ C:anceilatlon may be sent: to this address support@vivintsolar.com I vivintsolar.com 3301 Thanksgiving Way, Suite 500 Lehi, UT 84043 877.404.4129 1 801.765.5758 NOTICE TO CUSTOMERS A. LIST OF DOCUMENTS TO BE INCORPORATED INTO Agreement, signed by both You and Us, before any THE CONTRACT: work may be started. a. Residential Solar Power Purchase Agreement, G. CUSTOMER'S RIGHT TO CANCEL. YOU MAY CANCEL b. Exhibit A—Notice of Cancellation, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF: c. Exhibit B—State Notices and Disclosures, (1) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY d. Exhibit C—Certificates of Insurance, and AFTER THE TRANSACTION DATE, OR (11)THE START OF e. Customer Packet. INSTALLATION OF THE SYSTEM OR ANY OTHER These documents are expressly incorporated into this INSTALLATION WORK WE PERFORM ON YOUR Agreement and apply to the relationship between You PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, and Us. YOU MUST EITHER: (1) SEND A SIGNED AND DATED B. WE HAVE NOT GUARANTEED, PROMISED OR WRITTEN NOTICE OF CANCELLATION BY REGISTERED OTHERWISE REPRESENTED ANY REDUCTION IN OR CERTIFIED MAIL, RETURN RECEIPT REQUESTED; OR ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT (2) PERSONALLY DELIVER A SIGNED AND DATED WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION TO: VIVINT C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES SOLAR DEVELOPER, LLC, 3301 N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH OF THE SUITE 500, LEHI, UT 84043, ATTN: PROCESSING PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEPARTMENT. IF YOU CANCEL THIS CONTRACT AGREEMENT. WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL D. DO NOT SIGN THIS AGREEMENT BEFORE YOU REFUND OF YOUR MONEY. REFUNDS MUST BE MADE HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN 30 DAYS OF OUR RECEIPT OF THE You have read and received a legible copy of this CANCELLATION NOTICE. SEE THE ATTACHED NOTICE Agreement, that We have signed the Agreement, and OF CANCELLATION FOR AN EXPLANATION OF THIS that You have read and received a legible copy of every RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN document that We have signed during the YOU THE "NOTICE OF CANCELLATION." WE ARE negotiation. PROHIBITED FROM HAVING AN INDEPENDENT E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO COURIER SERVICE OR OTHER THIRD PARTY PICK UP A SALES REPRESENTATIVE. YOUR PAYMENTATYOUR RESIDENCE BEFORE THE END F. DO NOT SIGN THIS AGREEMENT IF THIS OF THE CANCELLATION PERIOD. AGREEMENT CONTAINS ANY BLANK SPACES. You are H. You have the right to require Us to have a entitled to a completely filled in copy of this performance and payment bond. J BY CHECKING THIS BOX, YOU AGREE TO RECEIVE ELECTRONIC RECORDS AS FURTHER DESCRIBED IN SECTION 7(m),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. BY CHECKING THIS BOX,YOU AGREE AND OPT-IN TO RECEIVING TEXT MESSAGES AS FURTHER DESCRIBED IN SECTION 7(n),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. BY CHECKING THIS BOX,YOU AGREE TO ARBITRATION AND WAIVE THE RIGHTTO AJURY TRIAL AS DESCRIBED IN SECTION 6(e),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Signature: Signature: 9P r�rr.PfL��. Printed Name: Stephen P. Grout Printed Name: ROYAL LAPLANTE Salesperson No.: 121754 Signature: Printed Name: JG F„J.. (',CiF ...,,. °I ti?:°'. �t ,2 rVC' {, A 0l. ✓.',.%j E j..,e 4 • solar - • SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 • 4 • i PV power optimization at the module-level — Up to 25%more energy Superior efficiency(99.5%) Mitigates 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 - IIALY FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us solar - • • :� SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) INPUT Rated Input DC Powertt) 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range B-48 8 80 12.5-105 Vdc Maximum Short Circuit Current(Isc) 10 Adc Maximum DC In ut Current 12.5 Adc Maximum Efficiency 99.5 % Weighted.Efficiency 98.8 % Overvoltage Category it OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum.Output Current tS Adc Maximum Output Voltage 60 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 8,IEC61000-6-2,IEC61000-6-3 Safety IEC62109,1(class II safety),011741 RoH5 Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in Dimensions(W x L x H) 128x 152 x 27.5/ 128 x 152 x 35/ 128 x 152 x 48/ Pxxx-5 series mm/in 5x5.97x1.08 5......X 5.9 5x5.97x1.89 Pxxx-2 series 950/2.1 gr/Ib Weight(including cables) 0/2.05 ( 930/2.05 gr/Ib Pxxx-5 series 770/1.7 93 Input ConnectorMC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0.95/3.0 { 1:2.13:9 m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F Protection RatingPxxx 2 series IP65/NEMA4 __.. 1,Pxxx-5 series IP68/NEMA6P Relative Humidity 0-100 % t'I 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") Minimum String Length 8 t0 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations itI It is not allowed to mix P405 with P300/P400/P600/P700 in one string e solar=ee . SolarEdge Single Phase Inverters For North America SE3OOOA-US/ SE38OOA-US/SE50OOA-US/SE6OOOA-US/ SE76OOA-US/ SE1OOOOA-US/ SE114OOA-US e rtej 25 'a . 12�a ��y�arca�Y • The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 694.11 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 solar=ee single Phase Inverters for North America SE3000A-USlSE380OA-US/SE500DA-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE760OA-US SE30000A-US SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 50n0 6000 7600 9980 @ 208V 11400 VA i0000 zany Max.AC Power Output 3300 4150 5400 tfd 2URV 6000 8350 10800 @ 208V 12000 VA 5450-,0)24()V 10950,@ 240y AC Output Voltage Min.-Nom:Max!') 183-208-229 Vac AC Output VoltageMin:Nam-Max.ur ✓ ✓ ✓ ✓ �/ 211-240-264 Vac AC Frequency Min.-Nom:Max.l') 59.3-60-60.5(with HI country setting 57-60-60.5) Hz 24 @ 209V 48 @ 208V Max.Continuous Output Current 12.5 16 25 32 47.5 A 21�.240V GFDI 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Recommended Max.DC Powei i 3750 4750 6250 7500 9500 12400 14250 W (STC) .. .. .. ... .1,........ Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdt ..... Nam.DC Input Voltage 325{da 208V/350(�240V Vdc ... Max.Input Currenttal 9 5 13 16.5 @ 208V 18 23 33 @ 208V 34 5 Adc .15:5@z4oy ... 23 3os.,@.Zaov Max;Input Short CircuitCurrent 45 Adc ...... .I....... Yes Reverse-Polarity Protection Ground-Fault Isolation Detection 600ku 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 975 % 98 Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,2igBee(optional) Revenue Grade Data,ANSI 012.1 optional"' Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installeclO, STANDARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC part l5 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG .............. ....... ..... . .. DC input conduit size J#of strings/ 3/4"minimum J 1-2 strings/16-6 AWG 3/4' minimum/1-2 strings J 14-6 AWG ................. .................. Dimensions with Safety Switch 30.5 x 12.5 x 7 J 30.5 x 12.5 x 7.5 J 30 5 x 12.5 x 10.5/775 x 315 x 260 in (Hi xWxD), „---_ ,., -, _ 775.x,315.x172.,,.,._ 775,x315 x191, min Weight with Safety Switch 51.2/23.2 54.7'/24.1 88,4/40.1 Ib/kg Cooling Natural Convection Fans user re laceable) Noise <25 <50 dBA Min.-Max.Operating Temperature -13 to+140 J-25 to+60(-40 to+60 version available"') 'F/'C Range Protection Rating NEMA 311 ul For other regional settings please contact SolarEdge support kl Limited to 125%for locations where the yearly average high temperature Is shove 77T/7S'[and to 13S%for 1—flun.s where it is oefow 77'1 For detailed infonnatlan,role,to htt u I d 1fii /df f rte do overmzine euld pdf lal A higher current source may be used;the inverter will limit its input current to the values stated. 141 Revenue grade inverter P/N:5E0"A-U%00NNR2 Isl Rapid shutdown kit P/N:SE1000-RSP-Sl IhI-40 version P/N:SExxxxA.US000NNU4 St3(tS(^�EE R 2/20/2015 Power Optimize-I SolarEdge Monitoring Portal Login I Alliance Program English(North America) Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA l 0' .�� •�w AM 'agoa AM 'Mom • Power Optimizer Inverter Monitoring Power Optimizer R.ncomrrmnd ,'hare ,s SolarEdge Power Optimizers The SolarEdge power optimizer is a DC/DC converter which is connected by installers to each PV module or embedded by module manufacturers, replacing the traditional solar junction box. The SolarEdge power optimizers increase energy output from PV systems by constantly tracking the maximum power point (MPPT) of each module individually. Furthermore, the power optimizers monitor the performance of each module and communicate performance data to the SolarEdge monitoring portal for enhanced,cost-effective module-level maintenance.Each power optimizer is equipped with the unique SafeD CTM feature which automatically shuts down modules'DC voltage wheneverthe inverteror grid power is shutdown. The MPPT per module allows for flexible installation design with multiple orientations,tilts and module types in the same string. When working with SolarEdge Inverters,SolarEdge power optimizers automatically maintain a fixed string voltage,allowing installers even greater flexibility with longer strings and strings of different lengths in order to design optimal PV systems. The SolarEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year warranty. The following power optimizer models are available: P-Series Module Add-On Power QDUM zers Connected by installers to the PV module and compatible with a wide range of modules i Power Optimizer P Model E Module Power Module Voc i P300 530OW <48V P400 15400 W <80V P405 s405W <125V Download datasheet P-Serles Commercial Power OUMmIzer Commercial solution connecting two modules per power optimizer t I Power Optimizer Model j Module Power Module Voc P600 5600W* <96V P700 S700W* <125V i `Rated combined STC power of 2 modules connected in series.Module of up to+5'%power tolerance allowed. Download datasheet http://www.solarecige.us/groups/us/powerbox-power-optimizer 1/2 2/20/2015 Power Optimizer I SalarEdge Feature highlights of SolarEdge Power optimizers: • Per-module Maximum Power Point Tracking(MPPT) • Superior efficiency(99.5%peak efficiency,98.8%weighted efficiency) • Mitigates all types of modules mismatch-loss,from manufacturing tolerance to partial shading • Designed for extreme environmental conditions • 25 year reliability and warranty • Advanced,real-time performance measurement • Automatic module DC voltage shut-down for installer and firefighter safety • Embedded by module manufacturers,or connected by installers to c-Si and thin-film modules SolarEdge Technologies Inc.D All Rights Reserved Careers l Contact l Subscribe l RSS Feeds l Terms&Conditions http:Nwww.solaredge.us/groups/us/powerbox-power-optimizer 2/2 w..www imm �..r.+ �rrrr�nrwlf STRIKTURAL ENGINEERS July 21,2014 Mounting Systems,Inc. 820 Riverside Pkwy Sacramento,California 95606 TEL:(855) 731-9996 FAX: (916)287-2269 Attn.:Mounting Systems, Inc.-Engineering Department Re: Engineering Certification for the Mounting Systems, Inc. 13/52 Rail Alpha+System PZSE, Inc.-Structural Engineers has reviewed Mounting Systems, Inc.'s 13/52 rail span charts,rail allowable uplift wind force and performed rail component capacity check including L foot bracket,end clamp and mid- clamp.All information,data and analysis contained within the Mounting Systems, Inc.rail span charts are based on,and comply with Mounting Systems, Inc.'s Alpha Engineering and Technical Data and the following codes: 1. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-05 2. 2009 International Building Code,by International Code Council, Inc. 3. 2005 Aluminum Design Manual,by The Aluminum Association 4. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic(PV)Panels, November 1,2012 by ICC-ES This letter certifies that the loading criteria and design basis for the Mounting Systems,Inc. 13/52 rail span charts,rail allowable uplift wind force table and rail components capacity check are in compliance with the above document and codes. If you have any questions on the above,do not hesitate to call. Sincerely, So SN OF qyq `T4 PAUL K. ZACHER RUCTURAL y Paul Zacher,SE- President No,50100 GISTS �S31pNALE�' EXP 6/30/2016 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com 13/52 Rail Zone 15 an Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 sf 70 psf 80 sf 90 psf 85 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 110 9.5 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Category 120 9.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 3.5 B 130 8.0 8.0 7.0 6.0 5.5 510 4.5 4.0 4.0 3.5 140 7.5 7.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 150 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 160 7.0 7.0 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 sf 80 psf 90 psf Exposure Wind Ground Snow load Speed 0 psf 10 psf 20 psf 30 psf 40 Psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 9.0 8.5 7.0 6.0 5.5 5.0 45 4,0 4.0 3.5 100 8.5 8.0 7.0 6.0 5.5 S.0 4.5 4.0 4.0 315 110 7.5,. 7.5 7.0 6.0 ;, 5 0. Category 120 7.0 7.0 6.S 6.0 S.5 S.0 4S, 40 All ., --IS ' D 130 6.5 6.5 6.5 6.0 S.5 5.0 4a" "40 3.5 140 J.0 6.0 &0 S.5 5.0 4.S 44 ,.,'40 w, ;44. 3:5150 .S ss S.S S.5 SO 4S , . 4 S. A @ 4.q ,<. ``.35 160 5,5 5.5 5.5 5.5 5.0 4.5 "4S -+0.... ,m , a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60Ihs h. Height of solar panel is between 2"and 10"to roof L Deflection criteria of L/60 per AC428 Section 4.3 J. The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart L rhe span length applies to a seismic design category E or less M, Maximum cantilever is L/3 13/52 Rail Zone 2 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 pst 20 psf 30 psf 40 psf 50 psf 60 psf 70 Dsf 80 psf 90 psf 8S 8.5 810 7.0 6,0 S.S 5.0 4.5 4.0 4.0 3.5 100 7.5 7.5 7.0 6,0 5.5 S.0 4.5 4.0 4.0 3.5 110 7.0 7.0 6.5 6,0 5.5 5.0 4.S 4.0 4.0 3.5 Category 120 6.5 6.5 6.5 5w5 5.0 S.0 4.5 4.0 4,0 3.5 B 130 6.0 6.0 6.0 15 5.0 4.5 4.5 0.0 4.0 3.5 140 5.5 5.5 1 5.5 54 5.0 4.5 4.5 1 4.0 1 4.0 3.S 150 5.0 5.0 1 5.0 5,0 5.0 4.5 4.5 4 0 4.0 3.5 160 5.0 S.0 5.0 5.0 5.0 4.5 4.5 4.0 1 4.0 3.5 Exposure Wind Ground Snow Load Speed 0 sf 10 psf 20 psf 30 psf 40 psf 50 psf 60 sf 70 sf 80 psf 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 sf 60 psf 70 psf 80 psf 90 psf S5 6S 6.S b.5 60 53 SA., 5.,_' 40 . 4.0 3.5 100 6.0 6.0 53 L__40 3.5 Category .120 . 54:._ SA 5:0 SU to 4,5 ` > ° Asti . ?LO .. 3.5 0 130., 50: SA ;'SrX.,. ., 4i 4$ 40 3.5 140, 45 4.'S +I.S :�43 ' � -4A 4.0 3.5 150 4.0 4A 4.040 ;'40 to 43` 4II 3.5 160 40 4A 4.0 4.04 "" :II 4.0 4.0" 3.5 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2"and 10"to roof i. Deflection criteria of L/60 per AC428 Section 4.3 J_ The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M. Maximum cantilever is L/3 V 13/52 Rail Zone 3 Span Chart Exposure Wind Ground Snow load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 65 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 6.0 6.0 6.0 5.5 5.0 4.5 45 4.0 4.0 3.5 110 5.5 5.5 5.5 5.5 S.0 4.5 4.5 to 4,0 3,5 Category 120 510 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 B 130 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.0 4.0 3.5 140 4.5 4S 4.5 4.5 4.54.5 4.5 1 4.0 4.0 3.5 150 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 3.5 160 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 CO 3.5 Exposure Wind Ground Snow Load Speed 0 psf 10 sf 20 psf 30 psf 40 psf 1 50 psf 60 psf 70 psf 80 sf 90sf Exposure Wind Ground Snow Load 5 eed 0 psf 10 psf 20 psf 30 psf 40 psf 50 nsf 60 psf 70 psf 80 pst 90 psf A 35 5A S 0" 3S s. S Is 3.S 35 3S r 35� 3.3 160 3.0 1 I.Or _ 34 3 1 3A- ! 3.0 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1,0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2"and 10"to roof i. Deflection criteria of L/60 per AC428 Section 4.3 j. The wind speeds above are ASD values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less M. Maximum cantilever is L/3 13/52 Rail LRFD Allowable Uplift Wind Force toin Rail Span(fti 70 80 90 100 110 130 150 170 200 240 300 380 480 650 900 3.0 13/52 Rail 3.5 13/$Z Rall 4.0 13/52 Rail 4.5 13/S2 Rall 5.0 13152 Rail 5.5 13/42 Rail. 6.0 13/52 8811 6.5 13/52 Roil 7.0 13/52 Rail 7.5 13/52 Rall 8.0 13/52 Rail 8.5 13/52 Rail _ 9.0 13/52 Roll 9.5 13/52 Rail 10.0 13/52 RON 13/52 Rail LRFD Allowable Uplift Span(ft) Force fib) M 1764 3.5 1480 4.0 1243 4.5 1101 5.0 960 5.5 838 6.0 756 6.5 690 7.0 651 7.5 598 8.0 533 8.5 510 9.0 480 9.5 444 2D.0 402