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Building Permit # 10/26/2016
t4ORT11 BUILDING PERMIT '6 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Argo CH Date issued:—L IMPORTANT: Applicant must complete all items on this page Ja Ft,'g Ilk Kill, 111101 01 TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building .�F: ne family [I Addition [I Two or more family o Industrial 11 Alteration No, of units: [I Commercial ri Repair, replacement El Assessory Bldg [I Others: 1--i Demolition 11 Other g L", 1/211 I�X Identification Please Type or Print Clearly) OWNER: Name: w <z`? Yr Phone:k,0 Address:--------- Jr/ 61, ............ 112, ARCH ITECTIENGI NEER Phone: Address: -Reg. No. FEE SCHEDULE:BULDING PERMIT.,MOO PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost $ A-r�21> FEE: $ Check No.: _2= Receipt No.: !2 C? NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund i of C'ontracibir E�i I griature o I f Agentl0w,ne Signstur 14ORTOI q oven of � � Andover h ver, Mass, (V SQA cocw�cwew�cK`1' S BOARD OF WEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ... . ... BUILDING INSPECTOR has permission to erect ......................... buildings on ...... .. ...... .! .. .. e,*.. ,............... Foundation Rough to be occupied as .....:F...... ......... ..... ................. ...1 .,...... .. ............................... chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS C®NSTRUC STAR Rough Service ..,.... .. ................. .................. ....... ..,.,... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy BuRough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ` . ~ Jr, � a�uf��ms Ar | �� I �� �� I 1* '1800 W Ashton Blvd, Structural Group Lm�i, ��84043 P: (801) 234-7050 Jon P. Ward, SE on*cmra/Engineering Manager Clint C. Karre', PE /powmmd0vivin/so6mccon/ Structural Engineering Manager cmt.kaoren0mmmtsbr | Mr. Dan Rock, Project K0anager September 14. 2O1G Vivint So/8r 18OOVVAshton Blvd. Lehi, UT84O43 Re: Structural Engineering Services K4uaweenRenidence 74Sherwood Dr, North Andover, MA 8-51H522A 11.13 kW Dear Mr. Rock: � Pursuant to'yourraquget, w8have reviewed the following information regarding solar panel installation on the roof of the above referenced home: I. Site Visit/Verification Form �ur of red r�pr�arepresentativerepresentativefrom|dentihidentifying opeO�cSd� inhor' 'i�n ind'd�g Gi�� and spacing n� m�� undoba[a hm ' my supervision structure. including members r the existing roof 2 Design drawings of the including roofp|Gn �nd �Onn��Uond8b�ik� hu the solar panels. This information plan, r approval�nd was prepared by the Design Group and vWU �* u---~~^ '~ cone�uoUunnfthe proposed system. ^ ~ / ww m/�no for ». Photovoltaic Rooftop Solar System Permit Submittal identifying design paronnekanS for the solar 4. Photographs of the interior and exterior of the roof system identifying existing structural members Based On the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed oythe solar panels and have the following comments related tmour review 8nd � aluatio��' Description of Residence: The existing residence is typical wood framing construction with the roof system consisting Vfthe following: * Roof Sections (1 and 2): Roof section is composed of2x1Odimensional iumber@ t 16" and o single layer of roofing. The attic space is unfinished and �hnboS indicate that �h on center access to visually inspect the size and condition of the roof members. g»e was free * Roof Section 3: Roof section is oonnpoaedofassumed 2xG dimensional lumber � 1G'' and a single layerof roofing. The attic space is finished andphotosthat indicate on center access tovimumUyinspect the size and condition of the roof membersao �h ere was no All wood material utilized for the nmnf 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. Wird Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7'10 Minimum Design Loads for Buildings and oth Snuotures, awind speed of /UO mph based on Exposure Category B and 33 and 34d �/ a/op6a on the dwelling areas. (�noundsnow load is 50 PSF for Exposure 8 Zone � /eQnse roof 7-1O\. ' e per .ASC�KSE/ / � Page 2 of 2 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. B. Loading Criteria 50 PSF =Ground now Load 8 PSF = Dead Load rooting/framing) 3 PSF = Dead Load solar panels/mounting hardware Total Dead Load= 11 PSF ognized industry standards for similar structures and in Massachusetts Amendments. Analysis performed on The above values are within acceptable limits of rec accordance with the 2009 International Residential Code with Massac 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 tic space and roof rafters show that the framing is in good 1. The photographs provided of the at condition with no visible signs of damage caused by prior overstressing. D. solar Panel Anchorage olibrium Solar Installation 1. The solar panels shall be mounted in accordance with the most recent "Ec Solar website (www.ecolibriumsolar.com). It during Manual", which can be found on the Ecolibrium solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 1/2.1' off the roof for a total height off the existing roof 2. The solar panels are 1 1/2" thick and mounted 4 ove the existing plane of the roof. I the panels be mounted higher than 6" ab identified in the National of 6". At no time will 5 lbs/inch of penetration as e-Pine-Fir assumed. 3. Maximum allowable pullout per lag screw is 20 Design Specifications (NDS) of timber construction specifications for Spruc Based on our evaluation, the pullout value, utilizing a penetration depth of 2 W', is less than the maximum allowable per connection and therefore is adequate. the size, spacing, condition of the roof, 4. Roof Sections (1, 2, and 3): Considering the roof slopes, ater than every fourth roof member as the panel supports shall be placed at and attached no gr e than the panel length when panels are installed perpendicular across members and no greater er than four (4) installed parallel to the members (portrait). No panel supports spacing shall be great 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 rosystem ce wwilith l adtheequ2009 ately support the additional loading imposed by the solar panels. This evaluation 'is in coofnforman International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. have an regarding the above or if you require further information do not hesitate to contact Should you hy q me. .,A OF A(4 &egards, CLINT C. KAZREN o CIVIL cn NO, 525 4 PE lint C. Kae 1� IsTe MAI ". , 2�4 1 N A License . 52 AL Pry V y 1 V 1118 ,Y" RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT I V I'll"k Jo, Customer Name and Contact I nforrnation: "Frangaction Date 2016-08-11 Narne(s) Heather McSween Approximate Start and Completion Date 2017-02-06 Installation Location Address 74 Sherwood Dr. 74 Sherwood Dr. North Andover MA 01845 North Andover Horne Phone 6179703720 MA 01845 Cell Phone 6179703720 E-mail patrick.gallagher@ge.com 00, Ed, vare r re"s A q s * 129 its Cost Energy PrixJ;"d (Vit.",0014h) 4- Vl/(� mp,�ir, + "M11 ll()! H, :m ("m Our Promises wa h,,s ! lo "w'"d �A[V,, limw ()m h�, kfdw 6)m m)� �w k, mly r)i,)jwOy ([,<or i 1W/ wwy Yom y 1 Your Commitment Pay for the Energy produced by the Systern. Maintain a broadband internet connection. Keep Your roof in good condition throughout Continue service with Your Utility for any the Terry). 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 term; System at no additional cost. You can purchase the System;or If You Move We guarantee You can transfor the Agreement You can relocate the System to Your to the now owner,regardless of credit rating; new home;or You can prepay the Agreement; After the sixth anniversary,You can purchase the Systerry. ' .V, Imml, f.i -d i I! M raj 0:,(" 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 Canceflation rnay be sent to this address support@vivintsolar,.com I vivintsolar.conn 3301 Thanksgiving Way, Suite 500 Lehi, Ul-84043 877,404.4129 1 f'ax 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 (Il)THE START OF e. Customer Packet. INSTALLATION OF THE SYSTEM OR ANY OTHER l 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 USTO 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 PAYMENT AT YOUR 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. 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(ej,AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINTSOLAR DEVELOPER, LLC CUSTOMER(S): Y�� Signature: Signature: � 9 9 Printed Name: L.ohany Silva Printed Name: Heather MCSWeen Salesperson No.: Signature: Printed Name: C:oi�yright C�� 2016Vlvint Solas Dev��I«a��, L�. X111 Rights Reservcd. PPA(21201.6, v3.?..'IJ f'��ge 17 E�(x�| iFOSd a[ , Customer Info Name: Email: Phone: Project Info Identifier: 5195228 � Street Address Line 1: Street Address Line 2: State: Zip: Country: System Info Module Manufacturer: JinkoSo|ar Module Model: JKyW265P-60 Module Quantity: 42 Array Size /DC wmMa\: 11130.0 Mounting System Manufacturer: EnoUbhunnSolar Mounting System Product: EooX Inverter Manufacturer: So|arEdgeTenhno|ngies Inverter Model: v.8E1000OA-US (240V) Project Design Variables Module Weight: 41.88778 lbs Module Length: 64.960885 in Module Width: 3B.O551392in Basic Wind Speed: 100.0 mph Ground Snow Load: 50.0 oaf Seismic: 1.5 Exposure Category: B Importance Factor: | Exposure mnRoof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: O.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load - Upward: 820 |bf Lag Bolt Design Load - Lateral: 288 |bf Module Design K4omnent—Upward: 3055 in-lb Module Design Moment—Downward: 3655 in-|b Effective Wind Area: 20ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 | | F-col briu in S(:flti�,tr Plane Calculations (ASCE 7-10): West Roof 4 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments:Yes Average Roof Height: 25.0 ft Include Snow Guards: Yes Least Horizontal Dimension: 13.7850627732389 ft Include North Row Extensions: No Roof Slope: 33.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 1.0 1.0 1.0 Roof Snow Load 33.6 33.6 33.6 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 I J ASID Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 33.6 33.6 33.6 psf Downslope: Load Combination 3 16.6 16.6 16.6 psf Down: Load Combination 3 25.6 25.6 25.6 psf Down: Load Combination 5 13.6 13.6 13.6 psf Down: Load Combination 6a 28.4 28.4 28.4 psf Up: Load Combination 7 -11.2 -13.4 -13.4 psf Down Max 28.4 28.4 28.4 psf Spacing Results (Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 61.6 61.6 61.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.5 20.5 20.5 in Spacing Results (Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 38.3 38.3 38.3 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 32.0 32.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 12.8 12.8 12.8 in Layout 0 I i CIII i i i I I i I i i Skirt Coupling r� End Coupling Note: If the total width of a continuous array exceeds 35 ft, break D Clamp array to allow for thermal expansion and contraction. See C) End Clamp Installation Guide for details. North Row Extension Warning: PV Modules may need to be shifted with respect to roof Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang. E.'c,oH N-iu�n Scfla i- Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 5 Weight of Modules: 209 lbs Weight of Mounting System: 30 lbs Total Plane Weight: 239 lbs Total Plane Array Area: 88 ft2 Distributed Weight: 2.72 psf Number of Attachments: 15 Weight per Attachment Point: 16 lbs Roof Design Variables Design Load - Downward: 918 lbf Design Load - Upward: 720 lbf Design Load - Downslope:460 lbf Design Load - Lateral: 252 lbf ri solar Plane Calculations (ASCE 7-10): East Roof 3 Roof Shape: Edge and Corner Dimension: 3.7864283547180854 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: Yes Least Horizontal Dimension: 37,8642835471809 ft Include North Row Extensions: No Roof Slope: 33.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 1.0 1.0 1.0 Roof Snow Load 33.6 33.6 33.6 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 2.4 2.4 2.4 psf Snow Load 33.6 33.6 33.6 psf Downslope: Load Combination 3 16.6 16.6 16.6 psf Down: Load Combination 3 25,6 25.6 25.6 psf Down: Load Combination 5 13.6 13.6 13.6 psf Down: Load Combination 6a 28.4 28.4 28.4 psf Up: Load Combination 7 -11.2 -13.4 -13.4 psf Down Max 1 28.4 1 28.4 1 28.4 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 61.6 61.6 61.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 20,5 20.5 20.5 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 38.3 38.3 38.3 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 32.0 32.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 12.8 12.8 12.8 in Eco � ki r, Layout I I i I i i i i ■� Skirt Coupling km 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 • End Clamp Installation Guide for details. 0 North Row Extension Warning: PV Modules may need to be shifted with respect to roof Row-to-Row Bonding Clip/ Bonding Jumper trusses to comply with maximum allowable overhang. Ecc)H[)riurn Sdw, Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 35 Weight of Modules: 1466 lbs Weight of Mounting System: 158 lbs Total Plane Weight: 1624 lbs Total Plane Array Area: 617 ft2 Distributed Weight: 2.63 psf Number of Attachments: 79 Weight per Attachment Point: 21 lbs Roof Design Variables Design Load - Downward: 918 lbf Design Load - Upward: 720 lbf Design Load - Downslope: 460 lbf Design Load - Lateral: 252 lbf c,oVRbH il..i ri"i o a r, Plane Calculations (ASCE 7-10): South Roof 3 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: Yes Least Horizontal Dimension: 10.4559480082572 ft Include North Row Extensions: No Roof Slope: 34.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 1.0 1.0 1.0 Roof Snow Load 33.6 33.6 33.6 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 19A 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 33.6 33.6 33.6 psf Downslope: Load Combination 3 16.9 16.9 16.9 psf Down: Load Combination 3 25.1 25.1 25.1 psf Down: Load Combination 5 13,6 13.6 13.6 psf Down: Load Combination 6a 28.0 28.0 28.0 psf Up: Load Combination 7 -11.2 -13.4 -13.4 psf Down Max 28.0 28.0 28.0 psf Spacing Results(Landscape) 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 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.7 20.7 20.7 in Spacing Results (Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 37.7 37.7 37.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 1 32.0 32.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 12.6 12.6 12.6 in Layout I I i i i I I i i Skirt Coupling End Coupling Note: If the total width of a continuous array exceeds 35 ft, break D Clamp array to allow for thermal expansion and contraction. See End Clamp Installation Guide for details. North Row Extension Warning: PV Modules may need to be shifted with respect to roof Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang. ['CIO I rJ Ll ffl' r' Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 2 Weight of Modules: 84 lbs Weight of Mounting System: 14 lbs Total Plane Weight: 98 lbs Total Plane Array Area: 35 ft2 Distributed Weight: 2.77 psf Number of Attachments: 7 Weight per Attachment Point: 14 lbs Roof Design Variables Design Load - Downward: 918 lbf Design Load - Upward: 720 lbf Design Load - Downslope: 460 lbf Design Load - Lateral: 252 lbf Bill Of Materials Part Name Quantity ES10260 EcoX Row-to-Row Bonding Clip 9 ES10121 EcoX Coupling Assembly 38 ES10146 EcoX End Coupling 5 ES10103 EcoX Clamp Assembly 81 ES10136 EcoX End Clamp Assembly 20 ES10144 EcoX Junction Box Bracket 3 (Optional) ES10132 EcoX Power Accessory Bracket 42 i ES10184 PV Cable Clip 2.10 ES10195 EcoX Base, Comp Shingle 101 ES10197 EcoX Flashing, Comp Shingle 101 I i i I i i N PV SYSTEM SIZE: 11.130 kW DC � � s z I I 130'OF 1"PVC CONDUIT FROM JUNCTION BOX TO ELEC PANEL '^ I I llct co I O I o a QI PV INTERCONNECTION POINT, INVERTER, O &LOCKABLE DISCONNECT SWITCH,& I I JUNCTION BOX ATTACHED TO z UTILITY METER LOCATION;TIE INTO ARRAY USING ECOXTO METER#21991044 KEEP JUNCTION BOX OFF ROOF s s I I s � z n� z V! i SHEET � ........ -........._...._.....---� NAME: _+ ----- - _ H Q (42)Jinko Solar JKM26SP-60 MODULES WITH vi (42)SolarEdge P300 Optimizer SHEET ON THE BACK OF EACH MODULE. NUMBER: q PV SYSTEM SITE PLAN SCALE:3132"=P-0" > Roof Section 1 Roof Section 2 Roof Azimuth:261 Roof Azimuth:81 Roof Tilt!33 Roof Tilt 33 s a g e 8 5 ;z i i PV STRING#1. - 17 MODULES LUMBING VENT(S) 0 _ TIE INTO METER# INM 21991044 PV STRING#2: 13 MODULES - s $ 0 - C Roof Section 3 - Roof Azimuth:171 Roof Tilt 34 SHEET NAME: COMP.SHINGLE-------""', IL Z PV STRING#3. �a 12 MODULES NUUMMBB NER Q PV SYSTEM ROOF PLAN N SCALE:1/8'=1'0" d MOUNTINGNCLUVAS56"B`Y (INCLUDES LEAF SPRING DETAILGLIDER x STRUT NUS PV MODULES,TYP.MOUNT EC=BASE SLJ NG WASHER OF COMP SHINGLE ROOF, FLASNII COW SHINGLES PARALLEL TO ROOF PLANE Cz -- vv4117 Wi SG EW TORQUE-13:I2 P!-L65 PVARRAYTYP. ELEVATION o MOUNT DETAIL- ECOX WITH METAL FLASHING NOT TO SCALE CLAMP+ CANTELEVER U4 OR LESS = ATTACHMENT COUPLING L=PERMITTED CLAMP SPACING SEE CODE COMPLIANT ECO LEITER FOR MAX ALLOWABLE COMPATIBLE CLAMP SPACING. MODULE COUPLING CLAMP+ PERMITTED CLAMP $ $ ATTACHMENT CLAMP a SPACING PHOTOVOLTAIC MODULE a 3 COUPLING S SHEET L=PORTRAIT NAME: CLAMP SPACING d L N ECO z L=LANDSCAPE COMPATIBLE O w CLAMP SPACING MODULE M❑ PV SYSTEM MOUNTING DETAIL NUM ER: MODULES IN PORTRAIT/LANDSCAPEI o NOT TO SCALE NOT TO SCALE co tZ Photovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) DC System Size 11130 Tag# Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size U AC System Size 10000 1PVWire 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air m Total_Module Count 42 1Bare Copper Ground(EGC/GEC) 6AWG 1BARE N/A-Free Air N/A-Free Air ci a o 2 THWN-2 10 AWG 6(3V+,3V-)B/R PVC i" o 2THWN-2-Ground BAWG 1(GRN) PVC 3 THWN-2 6 AWG 3(1L1,1L2,1N)BJR/W PVC 1" u t o 3 THWN-2-Ground 8 AWG 1(GRN) PVC 1" e 4 THWN-2 6 RWG 3(1",iL2,1N)B/R/1,V LFNC 1" s ^ 4THWN-2-Ground JSAWG11(GRN) JLFNC Ir w z x us m v c� c g os Solar Edge SE1D00OA-US Z m p `Conforms to ANSI Point of Interconnection,Supply Side f^, STRING 3:12 PV? 2 12 072.1-2008 70S.12'A),Conforms to NEC 2014 7 2 MODULES SQUARE O UNFUSED SQUARED SED NiE 8 y 240Y/60A UNFUSED 24CVf6DA E;,SE.D NEMA3 NEMA3 OR EQUIVALENT OR EQUIVALENT WITH 7S Q V N WITH 75'C CTERMiNATIONS i- C Zi TERMINATIONS Z 2 ^y N STRING 2; PV 2l 13 \ SHEET MODULES .._ � - M � � I NAME: Existing 240V/200A service Panel,Single C _T .11 iw _... x Phase,wish 200A Mair, CL . I` 4�60A+♦ l A Disconnect @ STRING 1:17 PV 7 ? 17 _k 9 _ A O MODULES — SHEEP NUMBER: 42 PV MO DULES PER I NVERTER-11130 WAITS __-.. _.... _... VI ,. Sl�jt M1 F`&NIFE'A(C 'KN3FE'A1 MI NIMUM 6EC SI2'cA F-{ STC DISCONNECT DISCONNECT IN SIGFIT OF TAP AWGCOPPER LL Conductor Calculations PV Module Rating @ STC -Wire Gauge Calculated from NEC code 310.15(6)(16)with ambient temperature calculations Module Make/Model JKM265P from NEC 310.15(2)(a)using the 9DC column(On the Roof)or 75C column(Off the Roof), v a a o Ntax Power-Point Current(ImP) 8.44 Amps 310.15(8)(3)(c)for*1/2 off,roof,and raceway fill adjustment 310.15(3)(16).Rating of conductor o c Rated for max operating condition of love Max Power-Point Voltage(Vmp} 31.4 Volts after adjustments MUST be Greater than output current d DC SafetySwitch inverter Open-Circuit Voltage(Voc) 38.6 Volts On Roof-Calculation-Wire Rating(90C)x Ambient(*+22C)x Conduit Fill Derate =yc o c (On Roof):10 gauge wire rated for 40 A, 40 A x 0.76 x 0.8(6 Conductors)=28>18 g '^ ¢ NEC 690.35 compliant Short-Circuit Current(Isc) 9.03 Amps "opens all ungrounded conductors Max Series Fuse(OCPD) 15 ;Amps (Off Roof)`6 gauge wire rated for 65 A, 65 A x 1(3 Conductors)=65>60 ;= ^ 7 i (Off Roof):6 gauge wire rated for 6S A, 6S A x 1(3 Conductors)=65>60 Nom,Maximum Power at STC(Pmax). 265 ;Watts (Off Roof):6 gauge wire rated for 65 A, 65 A x i(3 Conductors)m 65>60 x Maximum system Voltage ! 1000VOC(IEC) Optimiser Solar Edge P300 Voc Temperature Coefficient i -0.31 %fC DC Input Power 300 Watts DC Max Input Voltage 48 Volts DC Max Input Current 12.5 Amps AC Output Current According to NEC 690.8(6)(1) 41.67 Amps DC Max Output Current 15 Amps Nominal AC Voltage 240 Volts Max String Rating 5250 Watts THIS PANEL 15 FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) inverter Make/Madel SE10000A-US CEC Efficiency 97.5 % AC Operating Voltage 240 Vohs Continuous Max Output Current 42 Amps ROOFTOP CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE t° DC Maximum Input Current 30.5 Amps WITH NEC 690.8,TABLES 310.15(8)(2)(a),310.15(H)(3)(a), 310.15(6)(3)(c),310.15(8)(16),CHAPTER 9 TABLE 4,5,&9. Sitort Circuit Current 42 Amps LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 Max Output Fault Current 42 AJ20ms DATA TABLES. m ASH RAE 2013- u Highest Monthly 2%DB Design Temp:32.3 Celsius Lowest Min.Mean Extreme DB:-21.5 Celsius ry OCPD Calculations e 0 Breakers dependent upon the Continuous Maximum Output PV circuit nomina i current based off# z of modules per Circuit X(1.25(NEC code 210.19(A)(1)(a)X(.9 Max A£current per micro-inverter) o Inverter 1:SE10000 A-US-U Max Output=41.67 A x 1.25(NEC code 210.19(A)(1)(a)) z o =52.08 A<60 A(OCPD) 5. Cu system output current wl continuous duty=52.08<60A(system OCPD) w � � N F L J N Other Notes Z 321-'l SHEET •ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC NAME: •All ampacity calculations are made in compliance with NEC 220.5(8) 0 m Z a SHEEP NUMBER: N LJ PI i o i \\ ROOF SECTION '261 n S3 5MQ3ULES915 SUNK URS E TQ FIT THE REQUIRED MINIMUM $ 2 NUMBER OF MODULES ON Tii45 SECTM z = g ,\ OOF SECTION 2 1.83 1:33 \ _ 35 MQULR.ES a 750 SUNHOURS a a - THISSEC`ION VIAS NOT SUR!SYED. \ n THESE SECTIONS WERE NOT SURVEYED. \ \ Q \ \O` r` \�\ \\\ NAME. aaFSEanaN 3 2�17MO 7 z�eoDuLEs 0 1CC5 SUNHOURS a I SHEET it NUMBER ROOF SPACE CONSTRAINT aaMa.snlNc,- O Offset_percentage 53.5% ® DATE(MMIDDIYYYY) A`oRo CERTIFICATE OF LIABILITY INSURANCE 01,2712016 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(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the:pollcy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C TAC MARSH USA INC. NAME: FAX 122517TH STREET,SUITE 1300 A1CNNo fAJC.Nol: DENVER,GO 80202-5534 E-MAIL Attn:Denver.CertRequest@marsh.com I Fax:212-948-4381 ADDRESS: INSURER{S)AFFORDING COVERAGE NAIC N INSURER A:Axis Specialty Europe INSURED INSURER B.Zurich American Insurance Company 16535 Vivint Solar Developer,LLC 3301 North Thanksgiving Way,Suite 540 INSURER C:American Zurich Insurance Company 40142 Lehi,UT 84043 INSURER 0:N/A NIA INSURER E: I ! INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002920030-04 REVISION NUMBER.-2 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD d 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, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. [NSR EXP TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMI��YIYYYY MMIDOYIYYYY LIMITS LTR A X COMMERCIAL GENERAL LIABILITY 37765t}0116EN 01/29/2016 01129/2017EACH OCCURRENCE $DAMA25,000,OW E to—RENTED— CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 1,000,000 r MED EXP(Any one person) $ 10,000 i PERSONAL&ADV INJURY $ 1,060,000 M'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 25,000,000 POLICY❑ PRO LOC PRODUCTS-COMPIOPAGG $ 25,000,000 JECT $ B AUTOMOBILE LIABILITY BAP509601501 11/0112015 11/0112016 COMBINED SINGLE LIMIT $ 1,006,000 Ea accident Ix ANY AUTOBODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOSAUTOSPROPERTY DAMAGENON OWNS❑ peracddentHIREDAUTOS X AUTOS — ComplGoll Ded $ 1,000 UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LtAB CLAIMS-MADE AGGREGATE $ I DED RETENTION$ $ G WORKERS COMPENSATION WC509601301 11101/2015 11!6112016 X STATUT#= �RH ° AND EMPLOYERS'LIABILITY AZ,CA,CT,HI,M0,NJ,NY,NV,NM, 1,000,600 i� ANY PROPRIETORIPARTNERIEXECUTIVE Y® NIA E.L.EACH ACCIDENT $ (MandatoryOFRCERIMIn BERNH)EXCLUDED? OR,PA,UT E.L.D€SEASE-EA EMPLOYE $ (Mandatory m NH} 1,000,600 describe B It DESCRIPTION under OPERATIONSbelow WC509601401IMA) 11101/2015 11101/2016 E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES fACORD 101,Additional Remarks Schedute,may be attached if more apace is required) CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1600 Osgood St. THE EXPIRATION DATE THEREOF, NOTICE WILL SE. DELIVERED IN Building 20 Suite 2035 ACCORDANCE WITH THE POLICY PROVISIONS. North Andover,MA 01845 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe „c hr. I�LAfst� ©1988-20'14 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ILI The commonweeliff of Umsachaurdes ,Department ofIxdW*1a1AccWx& offlee OfInvestigations I Congress street,Strife Joe Boston,MA 02114-2017 www mass gov1d1a Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Agiplicant Information PIgaso PEW Ise 'b Name(BusincWOrganizatieWIndividual)-. y V oc)I (ZA Address: l Q V-,) City/State/Zip: LQV-) �14C)"-� Phone N: aC ' t Are you an employer?Check the appropriate box: Type of project(required): 1.E]4arn a employer with 4. 0 1 am a general contractor and 1 6. ❑Now construction employees(fall and/or part-time).* have hired the sub-contruiclors 213 1 am a sole proprietor or partner- listed on the attached sheat. 7. ❑Remodeling ship and have no employees Then sub-contractors have 9. ❑Demolition working for me in any capacity. employees and have workers' 9. 0 Building addition [No workers,comp.insurance comp,Insurance.11l mquirod.) 5, C] We am a corporation and its 10.[]Electrical repairs or additions; 3.0 1 am a homeowner doing all work officers have exercised their t t.[3Plumbing repairs or additions myself(No workers'c oro p. righfoie xemption per MOL 12.[3Roof repairs Insurance required.)t c. 157,§1(4),and we have no employees.[No workers' comp.insurance required.] *Any applicant diet checks box 0 1 must also MI out the notion below showing policy(aflimollon. Nomcowoon;who submit this slTidavit indicating May are doing all we*and than him outside confiracton;must subtailt a new GIVICINVIt tedicil(OS such. fContnaclons that aback this box must elleclsed do additional them showing the name of the sub-conimaton and state wlielfter or not Mane entities gave wiployen, If Ms sub-commoters have employat,*Ay must provide their warkets'aanvis.policy number. faman,mW/b5owrtkar&pronvidYng workers'eontpomadon brsarancefor Mp amployea. 84flowkBae potleyamfjobsire insurance Company Name., Pv rf-)9 r 1 cc;( Y--) � n Policy#or Self-ins.Lie. Expiration Date: Job Site Address-1 1-1 lx:�)c —City/stata/zip: Attach le copy of the workers'compensation policy declaration page(showing the policy number sad expiration date). Failure to sacure coverage as required under Section 25A of MGL c.152 can lead to the Imposition o(criminal penalties of a fine 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 5250.00 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. I do herebta, &.rd an Me card maples otperjury area the 10formadolt Pro Oded above&fte acrd comicsic. . *r g dI— 7 11 Signe 7) Phone caza!Ell Offlelat ase only. Do not write In this oreeti to be completed by cAW or(own offlcl&L City or Town: Permit/License 0 Willing Authority(el"Ic one): 1.Board of Health 7-Building Department 3.Ckyr1rown Clerk 4.Electrical Inspector 5.Plumbing Inspector G.Other Contact Person. Phone 0 61 hd Business Regulation Sititc 5170 aIs etts " 116 ntTactor Registrationl rypw Exo1ralow 1/6J?.Of�aanlCard iVIVI NT SOLAR DEV,5114"'ll""o KYLE GREENE 3301 N "r HANk5Gf l W ' I LEHI, UT 8400 �� %, i/ Uprinto Address nod renwn wird Mark mason for change. i,.j Addross Reneovnl Emgloymont (7 Gorst Card i i I m ssachusetts - Den?,jrtment of Pubfic Safety t3,;. ,ard ot 'StjOrlina Regulations and Stainda "Ib" 'Jcense., CS-108068 ICYLE GREENE 44 MAIN STREST,