Loading...
118 COLUMBUS AVE - BUILDING INSPECTION (3) cK S c'0 3$ g F The Commonwealth of Massachusetts 19 m Board of Building Regulations and Standards CITY OF Massachusetts State Building Code,780 CMR SALEM _ Revised Mar 2011 Building Permit Application To Construct, Repair,Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only OBuilding Permit Number: a e Applied: Building Official(Print Name) Signature V Dale SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1 1�3 C�lU rn 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use - Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(R) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 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 yes[] SECTION 2: PROPERTY OWNERSHIP' 2'tRmond-YvMorneau Jr Salem MA 01979 Name(Print) - City,State,ZIP 118 Columbus Ave 9785678763 Rogsnrse55@yahoo.com No.and Street 'Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK'(check all that apply) New Constructs Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ 1 Number of Units_ Other ❑ Specify: Brief a ription of Proposed Work': ' �0 F , �.z KW k 2 rye SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials) 1.Building $ I �Z S' Q 1. Building Permit Fee:$ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $ 5:D0 Z• ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ � Y� 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Su ression) Total All Fees: $ Check No._Check Amount: Cash Amount:_ 6.Total Project Cost: 1 1, 0 Paid in Full 13 Outstanding Balance Due: SECTIONS: CONSTRUCTION SERVICES 5.1 Co�tlnstruction Supervisor License(CSL) I p)rS q p" t I(._ Licen(seNuum�Jbber Expiration Efate ale Na_ f , Jqg'�der I 1 U i St CSL Type(see below) y No. }�trcet UU / Type Description J( ' T /1/'I l y�J`I t �I��/I� U Unrestricted(Buildings u to 35_.000 cu.R) ��!(,.� Ill_.AI,. yt R Restricted Idt2 FamilyDwelling Cityrrown,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances t vJ U�YQ��YIQ`�1�4t1},\��t,(•�Q}'( I Insulation Telephone Email address D Demolition 5.2 Registered Home Ito proXement Contractor(HIC) 1/t I /8 Woo HIC Registration Number Expiration Date HIC Company Nan rFIIC R 'strum Nem ,I `r No.and Street . �(�p`w�� ��13(�C dress �•(a City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must he 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 ........--C' 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 y V) ,�Q +! to act on my behalf, in all matters relative to work authorized by this building permit application. Edmond P Morneau Jr 4"" t rm A . 11/3/16 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER!OR AUTHORIZED AGENT DECLARATION By entering my name below,1 hereby attest under the pains and penalties of perjury that all of the information contained in this application s true and accurate to the best of my knowledge and understanding. YWt&Pere is" �Au/l, a Print O er s or Authorize Agent' Name(Electronic Signature) Date _ NOTES: 1. 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 not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass. og_v/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basementlattics,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 Cost" RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT MM ,r��/ �/ Y Y Y°Bola r Customer Name and Contact Information: - Transaction Date '1''J�r Name(s) Edmond Morneau Service No.2016-10-22 Installation Location Address 118 Columbus Ave Approximate Start and 118 Columbus Ave Salem MA 01970 Completion Date Salem Home Phone(978) 744-2560 2017-04-20 MA 01970 Cell Phone (978) 744-2560 E-Mail emorneau@comcast.net Our Promises + We will design,install, maintain,repair, + We will not place a lien on Your Property. monitor,and insure the System at no additional cost to You. + You are free to cancel this Agreement any time prior to Our commencement of + We warranty all of Our work,and that Our installation work at Your Property. roof penetrations will be watertight,for the initial 20 year term. + The Energy Price includes a$5 monthly discount for paying by automatic debit + Your Energy Price will not increase by more from Your bank account. than 2.9%per year. + You will not be responsible for any + After five years,if You need to make property tax assessed on the System. Property repairs,We will remove and reinstall the System if You pay Our + We will fix or pay for any damage We may estimated costs. cause to Your Property or belongings. Your Commitment • Pay for the Energy produced by the System. • Maintain a broadband internet 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 • Respond to Our sales and support teams production. when scheduling and completing paperwork. At the End of Your Initial Term • You can renew the Agreement • You can request that We remove the System for a subsequent term; at no additional cost. • You can purchase the System;or If You Move • We guarantee You can transfer the • You can relocate the System to Your Agreement to the new owner,regardless of new home;or credit rating; • After the sixth anniversary,You can purchase • You can prepay the Agreement; the System. Vivint Solar Developer, LLC(EIN: 80-0756438) is a licensed contractor in each state in which we operate,for information about our contractor licenses please visit www.vivintsolar.com/licenses. 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. The Notice of Cancellation may be sent to this address: support@vivintsolar.com I vivintsolar.com 1800 W Ashton Blvd., Lehi, UT 84043 Phone 877.404.4129 I Fax 801.765.5758 Copyright©2016 Vivint Solar Developer,LLC All Rights Reserved PPA(8/2016,v3.2.2)I Page 1 SIGNATURE PAGE AND NOTICE TO CUSTOMERS A. INCORPORATED DOCUMENTS. These documents G. You have the right to require Us to have a are incorporated into this Agreement and apply to the performance and payment bond. relationship between You and Us: (1) Residential Solar H. CUSTOMER'S RIGHT TO CANCEL. YOU MAY Power Purchase Agreement, (2) Exhibit A: Notice of CANCEL THIS CONTRACT AT ANY TIME BEFORE THE Cancellation, (3) Exhibit B: State Notices and LATER OF: (1) MIDNIGHT OF THE THIRD (3RD) Disclosures, (4) Exhibit C: Certificates of Insurance, BUSINESS DAY AFTER THE TRANSACTION DATE, OR and (5) Customer Packet. (11) THE START OF INSTALLATION OF THE SYSTEM OR B. WE HAVE NOT GUARANTEED, PROMISED OR ANY OTHER WORK WE PERFORM ON YOUR OTHERWISE REPRESENTED ANY REDUCTION IN PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, ELECTRICITY COSTS IN RELATION TO THE SYSTEM YOU MUST EITHER: (1) SEND A SIGNED AND DATED THAT WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION BY MAIL, E-MAIL, C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES OR FAX; OR (2) PERSONALLY DELIVER A SIGNED AND UNLAWFULLY OR COMMIT ANY BREACH OF THE DATED WRITTEN NOTICE OF CANCELLATION TO: PEACE TO REMOVE GOODS INSTALLED UNDER THIS VIVINT SOLAR DEVELOPER, LLC, 1800 W ASHTON AGREEMENT. BLVD, LEHI, UT 84043, ATTN: PROCESSING D. DO NOT SIGN THIS AGREEMENT BEFORE YOU DEPARTMENT. IF YOU CANCEL THIS CONTRACT HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL You have read and received a legible copy of this REFUND OF YOUR MONEY. REFUNDS MUST BE MADE Agreement, that We have signed the Agreement, and WITHIN 10 DAYS OF OUR RECEIPT OF THE that You have read and received a legible copy of every CANCELLATION NOTICE. SEE THE ATTACHED NOTICE document that We have signed during the OF CANCELLATION FOR AN EXPLANATION OF THIS negotiation. RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO YOU THE"NOTICE OF CANCELLATION". A SALES REPRESENTATIVE. 1. Unless You are provided with a longer period in F. DO NOT SIGN THIS AGREEMENT IF THIS Exhibit A,You may not terminate this Agreement after AGREEMENT CONTAINS ANY BLANK SPACES. You are three(3) business days of the Transaction Date. If You entitled to a completely filled in copy of this seek to cancel thereafter, then You will forfeit any Agreement, signed by both You and Us, before any amounts previously paid and You may owe Us the work may be started. Default Payment. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Signature: Signature: Printed Nome: Serge Didenko Printed Name: Edmond Mnnorneau. Salesperson No.: Date: 2016-10-22 Date: 2016-10-22 Signature: Printed Name: Date: 2016-10-22 Copyright© 2016 Vivint Solar Developer,LLC. All Rights Reserved. PPA(812015,v3.2.2)/Page 18 EcolibriumSolar Customer Info Name: Email: Phone: Project Info Identifier: 5303600 . Street Address Line 1: Street Address Line 2: City: State: Zip: Country: System Info Module Manufacturer: JA Solar Module Model: JAPE-60-270/4BB Module Quantity: 12 Array Size(DC watts): 3240.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: v.SE3800A-US (240V) Project Design Variables Module Weight: 40.124084 Ibs Module Length: 64.960665 in Module Width: 39.0157691 in Basic Wind Speed: 100.0 mph Ground Snow Load: 40.0 psf Seismic: 1.5 Exposure Category: B Importance Factor: I Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load - Upward: 820 IV Lag Bolt Design Load - Lateral: 288 IV Module Design Moment— Upward: 3655 in-lb Module Design Moment— Downward: 3655 in-lb Effective Wind Area:20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 EcolibriumSolar Plane Calckllations (ASCE 7-10): North East Roof 5 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 25.0 It Include Snow Guards: No Least Horizontal Dimension: 14.0654254289929 ft Include North Row Extensions: No Roof Slope: 45.0 deg Truss Spacing: 25.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.46 0.46 0.46 Roof Snow Load 12.4 12.4 12.4 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 12.4 12.4 12.4 psf Downslope: Load Combination 3 7.8 7.8 7.8 psf Down: Load Combination 3 7.8 7.8 7.8 psf Down: Load Combination 5 13.3 13.3 13.3 psf Down: Load Combination 6a 15.0 15.0 15.0 psf Up:Load Combination 7 -11.5 -13.6 -13.6 psf Down Max 15.0 15.0 15.0 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 75.0 75.0 75.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 25.0 in 75.0 75.0 75.0 in Max Cantilever from Attachment to Perimeter of PV Array 25.0 25.0 25.0 in Spacing Results(Portrait) Description Interior - Edge Corner Unit Max Allowable Spacing Between Attachments 62.0 62.0 62.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 25.0 in 50.0 50.0 50.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.7 20.7 20.7 in EcolibriumSolar Layout n I ra n... 2 5 k,. t ' i ) ,�"R.*Y�(� O° kOft �p'e" t CVt } t� 3 k 1 J v Skirt e Coupling e End Coupling Note: If the total width of a continuous array exceeds 35 ft, break ® Clamp array to allow for thermal expansion and contraction. See 0 End Clamp Installation Guide for details. 0 North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 Row-to-Row Bonding Clip I Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 6 Weight of Modules: 241 Ibs Weight of Mounting System: 24 Ibs Total Plane Weight: 265 Ibs Total Plane Array Area: 106 ft2 Distributed Weight: 2.51 psf Number of Attachments: 12 Weight per Attachment Point: 22 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 IV Design Load- Downslope:460 Ibf Design Load- Lateral: 252 Ibf EcolibriumSolar Plane Calculations (ASCE 7-10): North East Roof 2 Roof Shape Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: No Least Horizontal Dimension: 13.6361611888756 ft Roof Slope: 45.0 deg Include North Row Extensions: No Truss Spacing: 25.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.46 0.46 0.46 Roof Snow Load 12.4 12.4 12.4 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 12.4 12.4 12.4 psf Downslope:Load Combination 3 7.8 7.8 7.8 psf Down: Load Combination 7.8 7.8 7.8 psf Down: Load Combination 5 13.3 13.3 13.3 psf Down: Load Combination 6a 15.0 15.0 15.0 psf Up: Load Combination 7 -11.5 -13.6 -13.6 psf Down Max 15.0 15.0 15.0 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 75.0 75.0 75.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 25.0 in 75.0 75.0 75.0 in Max Cantilever from Attachment to Perimeter of PV Array 25.0 25.0 25.0 in Spacing Results(Portrait) Description _ Interior Edge Corner Unit Max Allowable Spacing Between Attachments 62.0 62.0 62.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 25.0 in 50.0 50.0 50.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.7 20.7 20.7 in EcolibriumSolar Layout v x` I — 3f; x P sbn F f 't C xa f Lr T } W I t 1 � 5S J I" F M1 A "4 F & k t G U H 4 <� Skirt e Coupling e End Coupling Note: If the total width of a continuous array exceeds 35 ft, break ® Clamp array to allow for thermal expansion and contraction. See 00 End Clamp Installation Guide for details. O North Row Extension Warning: PV Modules may need to be shifted with respect to roof Q Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weig?tts In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 6 Weight of Modules: 241 Ibs Weight of Mounting System: 24 Ibs Total Plane Weight: 265lbs Total Plane Array Area: 106 ft2 Distributed Weight: 2.51 psf Number of Attachments: 12 Weight per Attachment Point: 22 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load- Downslope:460 Ibf Design Load- Lateral: 252 Ibf EcolibriumSolar Bill Of Materials Part Name Quantity ES10260 EcoX Row-to-Row Bonding Clip 4 ES10121 EcoX Coupling Assembly 6 ES10146 EcoX End Coupling 2 ES10103 EcoX Clamp Assembly 18 t ES10136 EcoX End Clamp Assembly 6 ES10144 EcoX Junction Box Bracket 2 (Optional) ES10132 EcoX Power Accessory Bracket 12 ES10333 PV Cable Clip 60 ES10334 4 PV Cable Clip 24 ES10195 EcoX Base, Comp Shingle 24 ES10197 EcoX Flashing, Comp Shingle 24 vlvonl so I a r 1800 W Ashton Blvd. Structural Group Lehi, UT 84043 Jon P. Ward, SE, PE Clint C. Karren, PE Structural Engineering Manager Structural Engineering Manager ion.wardL7a vivintsolar.com clint.karrenLa vivintsolar.com November 10, 2016 Mr. Dan Rock, Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Swanson Residence 143 New Balch St, Beverly, MA S-5308133; MA-01 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 representative from our office under my supervision identifying specific site information including size and spacing of members 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 is composed of 2x10 dimensional lumber at 16" on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. • Roof section is composed of assumed 2x6 dimensional lumber at 16" on center and a single layer of roofing. The attic space is finished and photos indicate that there was no 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 100 mph based on Exposure Category B and 34 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 2 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. .Page 1 of2 vivint, solar B. Loading Criteria 10 PSF= Dead Load (roofing/framing) 40 PSF= 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 "Ecolibrium Solar Installation Manual" which can be found on the Ecolibrium Solar website (www.ecolibriumsolar.com). 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 1/2'thick and mounted 41/2" 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 Ibs/inch of penetration as identified in the National Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 Yz', is less than the maximum allowable per connection and therefore is adequate. 4. Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth 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 four (4) spaces or 64" 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. �A44 OF A Regards, N p SG Jon P. Ward, SE, PE AR MA License No. 52584 A " ND 525 � �FOISTEfI�cO ss/ONAI Page 2 of vivi fit. sold A• X RUNS OC SYSTEM SGE; V O FOSSIL OSS LC 118 Columbus Ave, Salem MA 01970 E-N--GBBLAa So-VENT1B, BE IS CE j aBNSATELLITE � A o � E� SO RE PV SYSTEM SIZE: GN'MNE" E E 3.240 kW DC I I �° m SO a,.M :%oDGLE EE OU THE BN,YITIN ISoACDLE .1PR,NGG,ON LIGGITBTB LEG BOX TO ELECTRICAL PANEL INTERCONNECTION O i LEE eLKABLE DIBGGNNECT'SWITCH;TER. O UTILBY ER LCCANOW TIE INTO JUNCTION BOX ATTACHED RA. j SING MOUNTING TO KEEP JUNCTION BOX OFF ROB M �.m D Roof Type:SHINGLE ORoof Section 1 I I � ORoof�Sedion 2 i�nw N I R 4 A I _ L-------------------------------------J SHEET n NAME w5Fn Na SHEET NUMBER: it PV SYSTEM SITE PLAN o { SCALE:1/8"=1'-T o_ CLAMP+ATTACHMENT COUPLING CLAMP ASSEMBLY (INCLUDES GLIDER) LEAF SPRING m< d' j T GLIDER p MODULE CLAMP+ATTACHMENT' m m PERMITTED m h COUPLING CLAMP SPACING STRUT NUT RAFTER ECOX BASE SEALING WASHER RAFTER FLASHING COMP SHINGLES _ L=PORTRAIT - I MODULE CLAMP SPACING i; z N j w s/16N4 1/2" .� SS LAG SCREW c L=LANDSCAPE CLAMP SPACING TORQUE=1322 FT-LBS *a QMODULES IN PORTRAIT/LANDSPACE w3.0 NOT TO MOUNT DETAIL - ECOX z WITH METAL FLASHING PV 3.B rvorlo unc 2 MOUNTING m ^ a PV3.0 DETAIL CANTILEVER L/3 OR LESS s m L=MAX 64" w 8 PV MODULES,TYP.MOUNT COUPLING CLAMP —�� OF COMP SHINGLE ROOF, / MODULE NAME N PARALLEL TO ROOF PLANE z a 0 r RAFTER p PV ARRAY TYP. ELEVATION SHEET NOT TO scars NUMBER: K3�PV SYSTEM MOUNTING DETAIL o PV 3.0 rvor To suu: N a Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) DC System Size 3240 Tag Description Wire Gauge Naf CanduCtors/Color Conduit Type Conduit Size t z AC System Size 3800 1 PV Wire lOAWG 2 V+,V- o( N/A-Free Air N/A-Free Air m _ Total Motlule Count 12 1 Bare Copper Ground(EGC/GFQ 6AWG 1BARE N/A-Free Air N/A-Free Air s a o a J 2 THWN-2 10 AWG 2(SV+,IV-)B/R PVC 11 in 2 TRWN-2-Ground BAWG 1(GRN) PVC ill 'n < up 3THWN-2 10 AWG 3(1L1,1L2,IN)B/R/W PVC I., E c p2 3THWN-2-Ground 8AWG- 1(GRN) PVC ix 4 3 A. a 4THWN-2 6AWG 3(1L1ormation, ,1L2,1N)B/R/W PVC T. Type n sit As Module T na Sol ar TSMf255 PINS oe 4THWN-2-Ground BAWG 1(GRN) PVC 1" E ~ coon,la Existing Inverter information: Tore:M-ns-zfr - L count 0 N S- EC/ANSI METER VISIBLE LOCKABLE VISIBLE LOCKABLE An MILBAIN 100AOR 'KNIFE A/C 'KNIHIRAC EQUIVALENT DISCONNECT DISCONNECT U5934-XL-BLG SIEMENS Lail SIEMENS GF222R 30N240V 60AI200V FUSED UNFUSED NEMA3 NEMA3 OR 16 OR EOUIVAIEM EQUIVALFM 1 M C< A�I a s Solar Was O SUBDDAUS Z w 'Conbrmst0AN51 Point of l nttteonnection.5u >_ C13.13008 Supply Sme IOS.IIIAI.Con(ormsm NEC 014 > 2 (u SQUAREDO222MB 240W60A FUSED NEMA30fl EQUIVALENT Q Q VKHO z5'C a o TERMINATIONS M SHEET fyAdn,z4mSIO0A NAME: _ Service Panel,Single Phase,with 100A Main C OA Disconnect ; STRING 1:12 PV 1 2 1 \ � N MODULE$ 3 FOA T C 4 SHEET NUMBER: 12PV MODULES PER ISTVEg1E0.=3240 WAII5 JI NSIBIE/LOCNPBIf'NNIfE'A/C I W MU CCVC WE 8 AWG OPPER DISCONNECT IN N.Hr OF TAP W DC Safety Switch _ Conductor Calculations Rated for max operating Ford an of inverter PV Module Rating @STC -Wire gauge calculated from NEC code 310.15(9)(16)with ambient temperature calculationssn NEC 690.35 compliant Module Make/Model JAP6-60-270/48B from NEC 310.15(2)(a). w ¢> n m 'opens all ungrounded conduRors Max Power-Point Current(imp) 8,65 Amps For"On Roof conductom we use the 90°C column ampaciry,0.5"-3.5"off-the-roof temperature Optimizer Solar Ed P300 Max Power-Point Voltage(Vmp) 31.23 Volts adjustment from 330.15(B)(3)(c),and raceway fill adjustments from 310.15(9)(16). c E < a DC Input Power 300 Watts Open-Circuit Voltage(Voc) 38A8 Volts For"Off Roof"conductors we use the T5°C column ampaciry,or[he 90°C column ampaciry with o E o Short-Circuit Current(Isc) &26 Amps the mieva nt a mbieM tempe rature and raceway fill adj ustments,whichever is les s. DC Max Input Voltage 48 Volts The rating of the conductor after adjustments MUST be greater than,or equal to,the continuous '^ < DC Max Input Current 12.5 Amps Max Series Fuse(OCPD) 15 Amps duty upmted output current E m OC Max Output Current 15 Amps Nom.Maximum Power at SEC(Pmax) 220 Watts Calculation Example-Wire Rating(90°C)x Ambient Temperature Adjustment x Conduit Fill Max String Rating 525D Watts Maxim um System Voltage DC 1000V(UL) Adjustment>=Continuous Duty Output Current Inverter Make/Model SE3BDDA-us Voc Temperature Coefficient -0.33 WE (On Roof,Tag2):logaugewimatedfor4OA, 40Ax076x1(2Conductom)=30.4A>=18.75 CEC Efficiency 9VAmps A AC Operating Voltage 24 PV Module Rating @STC (Off Roof,Tag 3):10gaugewire rated for35A, 35A>=19J9A L Continuous Max Output Curren[ 1 Module Make/Model Trina Solar TSM-255 PDOS.OB DC Maximum Input Current 1 Max Power-Point Current(imp) 8.37 Amps Short Circuit Current 12. Max Power-Point Voltage(Vmp) 30.5 Volts N Max Output Fault Current IT Open-Circuit Voltage Ivor) 38.1 Volts Short-Circuit Current(Isc) 8.88 Amps Max Series Fuse(OCPD) 15 Amps Noun.Maximum Power at STC(Pmax) 255 Watts Maximum System Voltage LOBO V(IEC)/600 V(UL) Voc Temperature Coefficient -0.32 %/C Inverter Make/Model M-215-2Sx Max DC Volt Rating False Vohs Max Power at 40C False Watt AC Output Current According to NEC 690.8(B)(1) 15.83 Amps s Nominal AC Voltage False Volts Nomina l AC Voltage 240 Voltsor Max AC Curren[ F.I. Amps THIS PANELIS FED BY MULTIPLE SOURCES(UTILITY AND SDIAR) OCPD Calculations Max OCPD Rating False Amps LASHRAE CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE g Max Number of Panels/Circuit False C6908,TABLES 310.15(B)(2)(a),330.15(B)(3)(a), Breakers sized according to continuous duty output current,PV circuit nominal current based off (3)(c),310.15(B)(16),CHAPTER 9 TABLE 4,5,&9, inverter continuous output current x(1.25(NEC code 210.19(A)(1)(a)), og ¢ m Short Circuit Current False Amps P N SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 BLES. Inverter l:SE3800 A-US-U Max Output=15.83 A x 1.25(NEC code 210.19(A)(3)(a)) z m o =19 79 A<20 A(OCPD) c3 013- > ionthly 2%DB Design Temp:32.5 Celsiussystem output current w/continuous duty=19.79 a 20A(System OCPD)in.Mean Extreme DB:-23.9 Celsius J < o Other Notes SHEET •ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC NAME: •All ampaciry calculations are made in compliance with NEC 22TS(B) w • u m z i SHEET NUMBER: N W I ,4co oiz CERTIFICATE OF LIABILITY INSURANCE °p�'mm12016 r zm6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER MARSH USA INC. NAME: 122517TH STREET,SUITE 1300 PHONE DENVER,CO 80202-5534 EJOALLLIA Arc N Attn:Denver,CertRequest@marsh.com I Fax:212-948-4381 ADDRESS: INSURERS AFFORDING COVERAGE NAICR INSURER A:Axis Spedally Eumpe INSURED Vivinl Solar,Inc: INSURER B:Zurich American insurance Company 165 85 Vivinl Solar Developer LLC INSURERC:American Zurich Insurance Company 40142 Vivinl Solar Provider LLC INSURER D:NIA NIA 3301 North Thanksgiving Way,Suite 500 _ Lehi,UT 84043 INSURER E: N$DRER P. COVERAGES CERTIFICATE NUMBER: SEA-002920007-12 REVISION NUMBER:O THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POUCYEFF PODGY EIIP L TYPE OF INSURANCE POLICYNUMBER MM IYYYY MMIO LIMITS A X I COMMERCIALGENERALUABIL 776500116EN 01/29/2016 01129/2017 EACH OCCURRENCE S _ 25,000,1)0(1 CLAIMS-MADE Q OCCUR N7E6— PREMISES Eeacummre $ 1,000,000 MEDEXP An oneperson) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 25,000,000 X POLICY EC PRO- ❑ OC PRODUCTS-COMP/OP AGE S 25,000,000 FR OTH ' S B AUTOMOBILEALIT upeam BAP509601501 11101I2015 11N120160 COMBINED I SINGLE U IT $ 1,000,000 1 X ANY AUTO BODILY INJURY(Per Person) $ AUTOS OS SCHEDULED TOS AUTOS BODILY INJURY(Per acddent) $ X HIREDAUTOS X NON0SWNED PROPERTY DAMA E AUTOS amaerd $ ComplColl Ded $ 1.000 UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LAB CLAIMS-MADE AGGREGATE S OED RETENTIONS C WORKERS COMPENSATION WC509601301 11101/2015 1110112016 g P R H- $ AND EMPLOYERS'LIABILITY YIN E R ANY PROPRIETORIPARTNERIEXECUTIVE AZ,CA,CT,H,MD,NJ,NY,NV,Ni E.L.EACH ACCIDENT $ 1,000,000 OFFICERlMEMBER EXCLUDED? NIA (Niandatery In NH) OR,PA,UT EX.DISEASE-EA,EMPLOYE S 1.000,000 B W 016DEOPON mPERATIONS bexxx (MA) 11/01/2015 11/0112 E.L.DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.ACdltional Remarks Schodul0,may be attached if more space is required) The Certificate Holder and others as defined in the written agreeorenI are included as additional insured where required by writer contract with respect to General Liability.This insurance is primary and non. con tributary aver any existing insurance and limited to liability arising out of he operations of the named insured and where required by wdtlen contract.Waiver of subrogafion is applicable where required by written contract with respect to General Liability and Workers Compensation. CERTIFICATE HOLDER CANCELLATION City of Salem93 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Salem,Washington1 Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Salem,MA 01970 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORMED REPRESENTATIVE of Mash USA Inc. Kathleen M.Parslce ./�,E,Y(a.�a-hT. iQ4slsG ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD �iaiarraza�tcr�errlf� �C ��tcc>!iirrle Office of Consumer Affairs end Business Regulaf_ion 10 Park Plaza-Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration RepTMlom 170848 Tyee: .SutieleMeet Cerd VIVINT SOLAR DEVELOPER LLC. ExpireNdn: 11001e KYLE GREENE - _— - -- - -- 3301 N THANKSGIVING WAY SUITE 500 - LEHI, UT 84043 Updategddrc -and return earl:Kark' weer ehaape, scats 2tinaSnt -1 Add" LT ReeewaI E]&mpleymont [] Lot Card A , M ssachusetts - Gen;irtment of Pubiic Safety E board of 8141 ina Regulations and Stailc aids 'tics " 4 tcense,. -CS.108068 i � KYLE GREENS 44 MAIN STREET North Reading MR 010 Expiration �` ► Conviissioner 0112012t318 The Commonwealth of Massachusetts Department of Industrial Accidents ~ I I Congress Street,Suite 100 F Boston, MA 02114-2017 �.r tvww.mass.gov/die R'orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Le f it Name (Business/organization/individual):Vivint Solar Developer LLC Address:1800 W Ashton Blvd City/State/Zip:Lehi,UT 84043 Phone 055-877-2974 Are you an employer?Cbeck the appropriate box: Type of project(required): LE];am a employer with 254 employees(full ancuor part-time).' 7, ❑New construction 2.rl I am a sole proprietor or partnoahip and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3C I am a homeowner doing all work myself[No weaken'cornp.insurance required.]' 10 Building addition 4.[—]I ere a homeowner and will be hiring cunnmtors to conduct all work on my property. 1 will ensure that all contractors either have workers'comensalion insurance or are sole 1 1.0 Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5.0 1 am a general contractor and 1 have hired the sub-contmcmrs listed on the attached sheer. 17.�ROof repairs These sub•cuntractors have employee%and have workers'comp.insurance. 6.F1 We am a corporation and its officers have exercised their right of exemption per MGL a 14.❑Other 152,§I(4),and we have no employees.[No workers'comp.insurance required.] -Any applicant that checks box al most 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 afadavil indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors andante whether or not these entities have employees. If the sub-contractors have employees,they must provide their workers'camp.Policy number. I am an employer that iv providing workers'compensation,insurance for my employees. Below is the policy andjob site information. Insurance Company Name:Marsh USA Inc Policy#or Self-ins.Lic.#:WC509601302 \ _t(��ExpirationDat/e::1111/-0�1/20117,� Job Site Address: 1 GO(� w) C�° M/State/Zip:=M 1 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a free up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under th , and penaldes of perjury that the inlorounion provided above is truce and correct. Sit,nature, -7 � 1 ' '--- Dace: `✓ Phone# 7 : 865 - l 3—2-"/'1 I`I Official use only. Do not write in this area,to be completed 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#: