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EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: -7(v SA ea-jCfer NUMBER STREET VILLAGE Owner's Name: Frf �( �};'gig ;�:�C,G r�ls Phone Number 7 -74- ,f 3 6-7(,i 7 Email Address: Cell Phone Number Project cost$ L. S k S— Check one Residential ✓ Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR r Owner Signature: .fee- 4&dyj Date: TYPE OF WORK E Siding D Windows(no header change)# Z 0 Insulation/Weatherization Ef Doors (no header change)# 2 Commercial Doors require an inspector's review F-1 Roof(not applying more than 1 layer of shingles) Construction Debris will be going to A2A rde 'f G✓����.f� r't✓� CONTRACTOR'S INFORMATION Contractor's name .�'�•� CZ4,1 o r S - &le,,pro c L L C Home Improvement Contractors Registration(if applicable)# l �l(o S 8 �'I (attach copy) Construction Supervisor's License# (( O-7 (attach copy) Email of Contractor Phone number � � ALL PROPERTIES THAT HAVE STRUCTURES OVE 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. r APPLICATION NUMBER............................................................ *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Check one:this event is a:for profit _ non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached.Provide a site plan with the location(s)of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles:front back left side right side HOMEOWNEWS LICENSE EXEMPTION _ : r Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction-inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date ,APPLICANT'S SIGNATURE Signature Date /q All permit applications are subject to a building official's approval prior to issuance. M Page 11 of 12 Terms and Conditions Owner has read and agrees to the terms and conditions of this Agreement. Owner specifically agrees to the (1) Total Cash Price; (2) work being performed; and (3) work not being performed. Owner understands that this Agreement and any attachments contain all of the promises made by NEWPRO. Owner has been orally advised of his right to cancel this transaction at any time prior to midnight of the third business day after the date of this transaction and Owner was provided with two (2) copies of a cancellation form explaining this right. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. YOU THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY OF THIS TRANSACTION. SEE THE ACCOMPANYING NOTICE OF CANCELLATION FORMS FOR AN EXPLANATION OF THIS RIGHT. The undersigned gives NEWPRO permission to debit their checking/savings account, or process a credit card transaction,for the deposit amount indicated on or after the contract date. Subsequent payments, such as start payments, or completion payments will remain in effect until I cancel it in writing, and agree to notify NEWPRO of alternate payment intentions. If the above noted payment dates fall on a weekend or holiday, I understand that the payments may be executed on the next business day. For ACH debits to my checking/savings account, I understand that because these are electronic transactions,these funds may be withdrawn from my account as soon as the above noted periodic transaction dates. In the case of an ACH Transaction being rejected for Non Sufficient Funds (NSF) I understand that NEWPRO may at its discretion attempt to process the charge again within 30 days. I acknowledge that the origination of ACH transactions to my account must comply with the provisions of U.S. law. 1 certify that I am an authorized user of this credit card/bank account and will not dispute the scheduled transactions with my bank or credit card company; provided the transactions correspond to the terms indicated in this authorization form. L/ Edward Richards Yira Richards 07/06/2019 07/06/2019 Date Date Kurt Raggio 07/06/2019 Date r f f O ' This space:iritertti" nall}i lefti:blank'` i_Qa�:Toi)igita�.�ism 1.=+.29 r Town of Barnstable *Permit# ExphRegulatory Services a e--n we date ntnsa -2015 Itichard V.Scan,Interim Director � 4 Tom Perry,CB OW ®V An1�SIABLE Building dO,,Building Commissioner T 200 Main Street,Hyannis;MA 02601 www.town bamstable-miLus `Office: 508-862-4038 Fax:508 790-6230 EXPRESS PERW W APPLICATION - RESIDENTIAL ONLY i ^ ^ NotValidt W houtRedX-PrmImprint Mal3/parcel Number /7 0�3 Property Address 7 S,44FFtp, R /uf_�d Residential Value of work$ t 3r�x�- Mmimum fee of$35.00 for work under$6000.00 Owner's Name&Address "--R A A S tAfjr- P•✓U t�lP O?�o3Z Con radar's Name !� Telephone Number-b/�7/V`4 3 1 Home Improvement Contractor License#(if applicable) �aZ�o /�� Email: Construction Supervisor's License#(if applicable) [�Wori nan's Compensation Insurance ��\\ Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Cc ompensation In e suranc Insurance Company Name V C-9) S hl-IRE Worktnan's comp.Policy# W 6- 0 1 7-7—a Copy of Insurance Compliance Certificate must accompany each permit. ` �n' Permit (check box) /7v e-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to e-roof(hurricane nailed)(not stripping_ Going over existing layers of root) Re-side ❑ Replacement Windows/doors/sfiders,.U-Value (maximum 35)#of windows #of doors: Smoke/Carbon Monoxide detectors 4 floor plans marked with red Sand inspections required. Separate Electrical&Fire Permits required. 'Where regmre& Lswanca of this pem&does nut exempt comphmmewo offs a tmn dgmtn modations i e Vic,Consavanum6 etc. ***Note: PropertXerp Property Owner Letter of Permission. A copovement Contractors License&Constrndion Srpervisors License is requir SIGNATURE: T-WMM D\Btn7dmg a.4.milesrs ad.RBSd.. Revised 061313 r HOME IMPROVEMENT CONTRACT PLEASE READ THIS CONTRACT NOTICE TO CUSTOMER You are entitled to a completely filled-in copy of the Contract at the time of sign.Do not sign a Completion Certificate(note: there is one Completion Certificate for each listed Product as defined by individual Spec Sheets)before work on that Product is complete. In the event of termination of this Contract,Customer agrees to pay The Home Depot the costs of materials,labor, expenses and services provided by The Home Depot or Authorized Service Provider through the date of termination,plus any other amounts set forth in this Agreement or allowed under applicable law.THE HOME DEPOT MAY WITHHOLD AMOUNTS OWED TO THE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVER OF SUCH AMOUNTS. Acceptance and Authorization: Customer agrees and understands that this Contract is the entire agreement between Customer and The Home Depot with regard to the products and installation services and supersedes all prior discussions and agreements, either oral or written,relating to said products and installation.This Contract cannot be assigned or amended except by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read,understands,voluntarily accepts the terms of and has received a copy of this Agreement. You are entitled to a paper copy of this Agreement if you choose. If you consent to an emailed copy,your consent applies only to this Agreement.By contacting sales office(877)903-376R,you may update your email address,withdraw your consent,or obtain a paper copy of the Agreement at no charge. By signing below,you confirm the following: • You consent to receive only an emailed copy of this Agreement • You have access to a computer that can receive and open emails and PDF(Adobe Reader Version 10.1.4 or - later)formatted documents. • Your email address is correctly listed on the Home Improvement Contract Ck Submitted by: Accepted by: twin pd Ftlioards(Oct 10,m 5,125 PM) Sales Consultant Christopher G.Read Customer Signature: License Name. (877)903-3768 Customer Telephone No. Signature: "Seepled 6yi G140 .,...hw Read(Get,101,2015,1:25 Sales Consultant PM) License No. (as applicable) CANCELLATION:CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE T URASS DAY AFTER SIGNING THIS AGREEMENT.THE STATE SUPPLEMENT ATTACHED HERETOHCW TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE. rNA Witnessed by:Yira Castillo(Oct 10,2015,1::26 PM) 06117114SA Page 6 of 6 TOWN OF BARNSTABLE BUILDING PERMIT-APPLICATION, , Map l 7� Parcel `" °� �' �;A';ED L E Application Health Division Date Issued /.S Conservation Division Application Fee Planning Dept. Permit Fee 1-5 00 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 76 S1IEhrFE7- A-D- Village Ce-iJ7t­e1fiae-; mA 0,P&3_ 9- Owner QdA" k1 C4A?e- 5 Address 76 Skf 12 4b . Telephone Permit Request 2q_,—r,4a4-1ro.,u DF ji sArr A/Lb ccw aornJ°zlAnh' 49,4up -/Zo Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ow Construction Type Lot Size 91D Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room'Count -�' Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/co e ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ a-Rew Csize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: _ - rn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name SkHtAlc •SSotA e tC_c Telephone Number 730'1- 3.5V-3111 Address 1,2q Tup4dR)i� �> - -4/49 License# /7c"8V 1(195rgRi"Ad- 4T", PJA ©Z7 Home Improvement Contractor# CS- W-7°Y'7 Email . ie= C Shy/ineso/ar. n of Worker's Compensation # 4VIC-100-604?336-d_0)5-A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �G, ✓ DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING H�� DATE CLOSED OUT ASSOCIATION PLAN NO. a4axsrwsi.E, ` MASS. Town of Barnstable Regulatory Services Richard V. Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,-MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner.Must Complete and Sign This Section ° If Using A Builder n as Owner of the subject property hereby authorize Sol oir,LL C to act on my behalf, in all matters relative to work authorized-by this building permit application for: 7� S hea ftr ; Cen4e,-Y;Il,(- ' (Address of Job) Signature of Owner Date E�cvara f ; C�'arC�S ` Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the- reverse side. Q:\WPHLESTORWbuilding permit forms\EXPRESS.doc Revised 040215 Town of Barnstable Regulatory Services �tHE rOry,` Richard V.Scali,Director Building Division RMWSrABLFL Tom Perry,Building Commissioner v� 16,59.. ,0� 200 Main Street, Hyannis,MA 02601 'OrEv►�t►t► www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# . CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns 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. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit fonns\EXPRESS.doc Revised 040215 sunGEVITY GENERATE POSITIVE" September 24, 2015 Subject: Structural Certification for Installation of Solar Panels Job#. 2053882 Client: Richards Address: 76 Sheaffer Road, Centerville, MA 02632 To Whom It May Concern, A field observation and.design check of the subject property was conducted to determine the suitability of the existing roof structure to support the installation of solar panels. From the field observation of the property, the existing roof structure was observed as follows: The existing roof structure consists of composition shingles over plywood sheathing that is supported by 2x6 roof rafters spaced at 16"on center at Arrays 1 & 2. The rafters are sloped at approximately 23 degrees and have a maximum projected horizontal span of 11'-9" at Arrays 1 & 2 between load bearing walls. Utilizing the information determined from the field observation, the attached structural calculations have been prepared for the subject property in accordance with the following design criteria: • Applicable Codes: 2009 IBC, ASCE�7-05 and.,2005 NDS - • Basic Wind Speed = 110 mph Exposure Category = B • Ground Snow Load = 30 psf As a result of the completed field observation and design check; I certify that the capacity of the existing roof structure that directly supports the additional loading due to the installation of solar panel supports and modules has been reviewed and determined to meet or exceed the requirements.of the 2009 International Building Code. Please feel cont ct me t (510) 496-4422 with any further questions or ZH OF M4§ regarding P project. JANYCEs AKIKO Sincerely, SPCNNCL R y NO. 51861 FFPSTE�G��`� TONAL E Janyce Spencer, PE 66 Franklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 946W USA f 510.496.5501 WWW.sungevity.com s SunGEVITYv GENERATE POSITIVE' Structural Calculations for the Solar Panel Addition at The Richards Residence 76 Sheaffer Road, Centerville, MA 02632 OF ti JANYCE G s� c, SPENICER CMl NO. 51861 FF�LSTEA�o� ` TONAL E September 24, 2015 Date Signed 66 Franklin Street,Suite.310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 www.sungevity.com client: Richards Sheet No. S U 1 n 1 G E V I T Y'� Sun9evliy* 2053882 GENERATE POSITIVE cafe: 9/24/2015 1 GRAVITY LOADS Roof Angle = 23 degrees Composition Shingle 4 Plywood 2 2x6 Nominal Rafters @ 16 in o.c. 1.72 p Vaulted Ceiling 0 Misc. 1.28 Total Dead Load s 9.00 Total Adjusted Dead Load (psf) = 9..78 Total Live Load (psf) = 20 (RoofliveloadisnotrequiredinareascoveredbyPVarray) Photovoltaic System (psf) 2.4 2.4 2.4 Standoff Trib Width in X-direction (ft) 2 4 6 a Standoff Trib Width in Y-direction (ft) 2.7 2.7 2.7 Standoff Tributary Area (ft) 5.4 10.8 16.2 Point Load of Standoff(lbs) = 13: 26 39 . Stucco (7/8") 10 2x4 Studs @ 16"o.c. 1.09 . Q 5/8" Plywood -2 3 Insulation 1 X Gypsum Board 2.5 w Misc. 0A1 Total Dead Load (psf) = 17 Gypsum Board 2.5 J 2x4 Studs @ 16"o.c. 1.09 Insulation 1 Gypsum Board 2.5 z Misc. 0.91 Total Dead Load (psf) = 8 w - client: Richards - Sheet No. S U n G E V I T Yv` Sungevity#: 2053882 GENERATE POSITIVE- Date: 9/24/2015 2 WIND CALCULATIONS Per ASCE 7-10 Components and Cladding Design Input: Risk Category= II Wind Speed, V= 110 mph Figure 26.5-1A Exposure Category= B Section 26.7.3 Roof Slope = 23 degrees Mean Roof Height= 15 ft Building Least Width = 28 ft Effective Wind Area = 17.5 fe Orea of one 64.5 ''x 30.06"module) Velocity Pressure: qh = 0.00256 KZ Kt Kd VZ KZ= 0.7 Table 30.3-1 Kn= 1.0 Section 26.8.2 Kd = 0.85 Table 26.6-1 : - V= 110 mph See above gh_nominal = 18.43 psf Nominal(unfactored) uplift qh-design = 11.06 psf Design (factored) uplift based on allowable stress design basic load combination#5=D+0.6W Load at Standoffs: uplift U lift Uplift Downward Zone 1 Zone 2 Zone 3 Zones 1-3 GCP = -0.85 -1.45 -2.3 0.45 Figure 30.4-2B Wind Pressure p= gh-design*(GCP), (psf) = -9.40 -16.03 -25.43 4.98 Standoff Spacing in X-direction (ft) = 4 4 4 4 Standoff Spacing in Y-direction (ft) = 2.7 2.7 2.7 2.7 Tributary Area (ft2) = 10.8 10.8 10.8 10.8 Load at Standoffs (Ibs) = -102 -174 -275 54 Maximum Standoff Uplift= -275 Ibs Standoff Uplift Capacity= 732 Ibs Per ESR-3744, Table 2 D/C = 0.3761 Standoff Okay Fastener Capacity Check: Fastener= 5/16"diameter lag screw Number of Fasteners= 1 Min. Embedment Depth = 2.5 in Wood Species = Spruce Fir Pine Specific Gravity, G 0.42 Per 2012 NDS Table 11.3.3A Withdrawl Capacity Per Inch = 205 Ibs/in Per 2012 NDS Table 11.2A Load Duration factor, CD = 1.6 Per2012 NDS Table 2.3.2 Fasteners Capacity= 819 Ibs D/C= 0.341 Fasteners Okay client:.Richards Sheet No. S U f 1 G E V I T Y Sungevity M 2053882 GENERATE POSITIVE' Date: 9/24/2015 3 Existing Structure Check Per 2012 IBC Chapter 34, Section 3403.4 Weight of Existing Building Weight(psf) Area ( ) Weight(Ibs) Roof DL 9.78 1770 17,304 Z Ceiling DIL 6 1770 10,620 �y Exterior Walls 17 736 12,512 Assuming 8'-0"Wall Height W Interior Walls 8 736 5,888 Assuming 8'-0"Wall Height Total Existing Weight of Building = 46,324 Weight of PV System Weight(psf) Area (ft) Weight(Ibs) > PV 2.4 490 1,176 IL Total Weight of PV System = 1,176 Comparison Check 10% of Existing Weight of Building (Allowed) = 4,632 Ibs Total Weight of PV System (Actual) = 1,176 Ibs % Increase=. 2.5 % Seismic Upgrade is Not Necessary Client: Richards Sheet No. <3 n S U n G E V I T Y"' Sungevlty#: 2053882 GENERATE POSITIVE- Date: 9/24/2015 4 Snow Loads Per ASCE 7-10, Chapter 7 Sloped Roof Snow Loads, ps Roof Angle = 23 degrees Ps= Cs Pf= Cs (0.7) Ce Ct Is p9 Equations 7.4-1 and 7.3-1 Cs= 0.723 Figure 7-2a Ce= 0.9 Table 7-2 Ct= 1.0 Table 7-3 Is= 1.0 Table 1.5-2 P9 = 30.0 psf Ground Snow Load ps= 13.7 psf _ F n R T E ® MEMBER REPORT Roof,Roof 1-Array 1-Loading 1 PASSED f�1 v �[ IG I piece(s) 2 x 6 Hem-Fir No. 1 @ 16" OC Overall Sloped Length: 13'10 318" + + o I 12 u ,I 5.09F— E' ' 2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design ReSuft Actual @ Location Allowed Result` LDIF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 240 @ 9 3/4" 2310(3.50") Passed(10%) 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 197 @ 1'4 9/16" 949 Passed(21%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 607 @ 6'10 1/16" 1056 Passed(57%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load Defl.(in) 0.091 @ 0 0.200 Passed(2L/232) -- 1.0 D+1.0 W(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.549 @ 6'7 1/8" 0.837 Passed(L/274) 1.0 D+1.0 S(Alt Spans) Member Pitch:5.09/12 Deflection criteria:LL(V240)and TL(L/180). Overhang deflection criteria:ILL(0.2")and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'10 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length` 'Loads to Supports(Ibs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-DF 3.50" 3.50" 1.50" 119 35 121 -190 275/-190 Blocking 2-Beveled Plate-DF 3.50" 3.50" 1.50" 97 34 109 -86 240/-86 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Wind Loads Location Spacing (0.90) (non-snow:1.25) `'(1.1$) <`< (1.60) Comments 1-Uniform(PSF) 0 to 12'7" 16" 9.0 - 13.7 Roof 2-Uniform(PSF) 0 to 1'3" 16" - 20.0 - Roof 3-Uniform(PSF) 11'3"to 12'7" 16" - 20.0 Roof 4-Point(lb) 2'7" N/A 26 - -174 5-Point(lb) 5' N/A 6-Point(Ib) 7'6" N/A 26 -102 7-Point(lb) 10, N)A - - Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY JNITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by]Spencer Forte Software Operator Job Notes 9/24/2015 5:02:50 PM Janyce Spencer Richards Residence Forte V4.6,Design Engine:V6.1.1.5 sungevlty 76 Sneaffer Road RICHAR-1.4TE (510)496-4422 Centerville,MN 02632 jaspencer@sungevity.com Page 1 of 1 � r� O p It• MEMBER REPORT Roof,Roof 1-Array 1-Loading 2 PASSED ■` IG I piece(s) 2 x 6 Hem-Fir No. 1 @ 16" OC Overall Sloped Length:13'1.0 3/8" + + 0 0 �j 12 1 5.09 F_ " , . All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 217 @ 12'4 1/2" 2126(3.50") Passed(10%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Joist Shear(Ibs) 195 @ 11'10 7/16" 949 Passed(21%) 1.15 1.0 D+1.0 S(Alt Spans) Building Use:Residential Moment(Ft-Ibs) 605 @ 6'5 13/16" 1056 Passed(57%) 1.15 1.0 D+1.0 S(Alt Spans) Building code:IBc Live Load Defl.(in) 0.276 @ 6'7 3/16" 0.628 Passed(L/546) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASO Total Load Defl.(in) 0.553 @ 6'7 1/4" 0.837 Passed(L,/273) 1.0 D+1.0 S(Alt Spans) Member Pitch:5.09/12 Deflection criteria:LL(1-1240)and TL(L/180). Overhang deflection criteria:U.(2L/240)and TL(2L/130). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'11 1/4"o/c unless detailed otherwise.Proper attachment and positioningof lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-DF 3.50" 3.50" 1.50" 108 35 121 -101 264/-101 Blocking 2-Beveled Plate-DF 3.50" 3.50" 1.50" 108 34 109 -175 251/-175 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Wind Loads Location Spacing (0.90) (non-snow:1.25) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 12'7" 16" 9.0 - 13.7 Roof 2-Uniform(PSF) 0 to 1'3" 16" 20.0 - Roof 3-Uniform(PSF) IVY to 12'7" 16" 20.0 Roof 4-Point(lb) 2'7" N/A _ 5-Point(lb) 5' N/A 26 -102 6-Point(lb) 7'6" N/A - 7-Point(lb) 10, N/A 26 -174 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woGdbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by]Spencer Forte Software Operator Job Notes 9/24/2015 5:02:46 PM Janyce Spencer Richards Residence Forte v4.6, Design Engine:V6.1.1.5 Sungevity 76 Sheaffer Road RICHAR-1.4TE (510)496-4422 Centerville,MA 02632 jaspencer@sungevity.com Page 1 of 1 MEMBER REPORT Roof,Roof 2-Array 2-Loading 1 PASSED �.� R Y 1 pieces) 2 x 6 Hem-Fir No. 1@ 16" OC Overall Sloped Length:13'10 3/8" + + o _ _ U 12 II ' 2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result. LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 220 @ 12'4 1,r2" 2126(3.50") Passed(10%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Joist Shear(Ibs) 197 @ 11'10 7/16" 949 Passed(21%) 1.15 1.0 D+1.0 S(Alt Spans) Building Use:Residential Moment(Ft-Ibs) 605 @ 6'4 13/16" 1056 Passed(57%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code i IBC Live Load Defl.(in) 0.276 @ 6'7 3/16" 0.628 Passed(L/546) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.549 @ 6'7 3/16" 0.837 Passed(L/274) 1.0 D+1.0 S(Alt Spans) Member Pitch:5.09/12 Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'11 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability.. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length toads to Supports(Ibs) Supports Total. Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-DF 3.50" 3.50" 1.501, 106 49 121 487 276/-87 Blocking 2-Beveled Plate-OF 3.50" 3.50" 1.50" 110 27 109 189 246/-189 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Wind Loads Location Spacing (0.90) (non-snowe 1.25) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 12'7" 16" 9.0 13.7 Roof 2-Uniform(PSF) 0 to 1'10" 16" - 20.6 - Roof 3-Uniform(PSF) 11'7"to 1T 7" 16" 20.0 Roof 4-Point(lb) 3'1" N/:4 - - 5-Point(lb) 5'7" N/A 26 -102 6-Point(lb) 8' N/A - 7-Point(lb) 10'7" N/A 26 -174 Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. fill Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. . (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by JSpencer Forte-Software Operator Job Notes 9/24/2015 5:02:55 PM Janyce Spencer Richards Residence Forte v4.6, Design Engine:V6.1.1.5 Sungevity 76 Sheaffer Road RICHAR-1.4TE (510)496-4422 Centerville,MA 02632 jaspencer@sungevity.com Page 1 of 1 6 MEMBER REPORT Roof,Roof 2-Array 2-Loading 2 PASSED O Y pieces) 2 x 6 Hem-Fir No. 1@ 16" OC Overall Sloped Length: 1.3'10 3/8" + + 0 0 12 5.09F— 1 2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:-6mbination(Pattern) System:Roof Member Reaction(Ibs) 238 @ 9 3/4" 2310(3.50") Passed(10%) 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 195 @ 1'4 9/16" 949 Passed(21%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 606 @ 6'9 3/16" 1056 Passed(57%) 1.15 1.0 D+1.0 S(Alt Spans) Building code:IBC Live Load Defl.(in) 0.276 @ 6'7 3/16" 0.628 Passed(L/546) 1.0 D+1.0 S(Alt Spans) Design Methodology:.ASD Total Load Defl.(in) 0.553 @ 6'7 1/8" 0.837 Passed(L/273) 1.0 D+1.0 S(Alt Spans) Member Pitch:5.09/12 Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2LJ240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'10 7/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof snow` Wind Total Accessories . Live 1-Beveled Plate-DF 3.50" 3.50" 1.50" 117 49 121 -121 287/-121 Blocking 2-Beveled Plate-DF 3.50" 3.50" 1.50" 99 27 109 -83 235/-83 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Wind Loads Location Spacing (0.90) (non-snow:l.xs) ("'S) (1.60) Comments 1-Uniform(PSF) 0 to 12'7" 16" 9.0 - 13.7 Roof 2-Uniform(PSF) 0 to 1'10" 161, - 20.0 - Roof 3-Uniform(PSF) 11'7"to 12'7" 16" - 20.0 Roof 4-Point(Ib) 3111, N/.A 26 - -102 5-Point(lb) 5'7" N/A - - 6-Point(Ib) 8' N/A 26 -102 7-Point(lb) 10'7" N/A Weyerhaeuser Notes v 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by]Spencer Forte Software Operator Job Notes 9/24/2015 5:02:42 PM Janyce Spencer Richards Residence Forte v4.6,Design Engine:V6.1.1.5 Sungevity 76 Sheaffei Road RICHAR—I.4TE (510)496-4422 Centerville,MA 02632 jaspencer@sungevity.com Page 1 of 1 1 2 3 4 5 PHOTOVOLTAIC SYSTEM SHEET INDEX PV0.0 COVER AND SITE PLAN PV1.0 GENERALNOTES SYSTEM SIZE: OR/(/ PV2.0 ARRAY LAYOUT AC/OC kW STC: 7.453kW\8.4kW �. PV3.0 LINE DIAGRAM (N)NEMA 3R JUNCTION BOX PV4.0 LABELS EQUIPMENT: A A PV MODULES: (28)LG LG300N1K-G4 LOCATION OF(E)ATS INSIDE KEY: INVERTER(S): (1)SolarEdge SE760OA-US � HOUSE NEXT TO MSP —__— PROPERTY LINE— CONDUITRUN INVERTER ���� \ ---�-DRIVEWAY ❑"` SUBPANEL LOCATION OF E MSP qT S M\\\ »—�-- FENCE SCOPE OF WORK: ( ) S �> O DC DISCONNECT ,r� INSIDE HOUSE Mq�N '1C FIRE CLEARANCE O AC DISCONNECT INSTALLATION OF A SAFE AND CODE-COMPLIANT a /N� .>" STRUCTURAL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING / UPGRADES EJO JUNCTION BOX RESIDENTIAL ROOF TOP. { ROOF MOUNTED / Q SOLAR MODULE El MONITORINGUNIT CONDUIT �O Q MAIN SERVICE PANEL ❑° COMBINER BOX Q UTILITY METER ROOF Q PV METER OBSTRUCTION ROOF MOUNTED APPLICABLE CODES: CONDUIT 2014 NEC 2009 INTERNATIONAL CODES WITH MA AMENDMENTS B CONTRACTOR INFORMATION: B SKYLINE SOLAR WEST BRIDGEWATER 124 TURNPIKE ST. WEST BRIDGEWATER,MA 02379 Q JURISDICTIONAL INFORMATION: -a BARNSTABLE,TOWN OF O 200 MAIN STREET, U� ^� HYANNIS,MA.02601 O 4�1 Q4 NOTES TO INSTALLER: Q- Q E FOR INSTALLER USE ONLY POST INSTALL SUNEYES REQUIRED? YES I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: CUSTOMER INFORMATION: EDWARD RICHARDS 76 SHEAFFER RD CENTERVILLE,MA 02632 SITE PLAN (508)419-1725/#2053882 SCALE: N.T.S. W - DESIGNED BY: REV#: DATE: RK 1 0 9/24115 PV-0.0 SUNOBNTYINC.66 FRANKLIN STSUITE 310 OAKLAND,CA91607 BY JJAWE Di1E':—Location.RI-Ift-20539B]SV1 Sh.15-11.17 THESE DRAWNGS.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTV OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR KITH ANY OTHER MRK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPEDWTHWTOURWHITTENCONSENT 1 2 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: El.ALL EQUIPMENT IS LISTED FOR USE. •Nl.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NOTED OR STANDARDIZED. NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A N3.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND A DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE VOLTAGE HAS BEEN RESTORED. STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. CALCULATED AT THAT COMPONENT. N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 3R RATED. E7.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE N5.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR PROPERLY GROUNDED. OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. E8.DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE 6"ABOVE FLUSH VENTS. DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES - REQUIREMENTS GIVEN BY UTILITY COMPANIES. OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL N8.FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. REQUIREMENTS. N9.ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO Ell.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: B REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT. THIS MAY ENCOMPASS "WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC LANGUAGE INCLUDING,BUT NOT LIMITED TO,THAT FOUND IN NEC ARTICLES SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." 690.5(C),690.14(C)(2),690.17,690.53,690.35(F), 690.54,690.64(B)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECT AND DEVICE 705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES. E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. STRUCTURAL NOTES: E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. 51.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT E15.BACKFED SOLAR BREAKER(S)SHALL BE INSTALLED AT THE OPPOSITE END OF THE SHALL BE ACCURATELY SPACED. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. S2.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO LOAD AMONGST RAFTERS. TEMPERATURE DERATING AND LOCATION. S3.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. E17.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. C E18.DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED CUSTOMER INFORMATION: GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN EDWARD RICHARDS LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,ANDTHREAD FORMING 76 SHEAFFER RD 'BOLTS. CENTERVILLE,MA 02632 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (508)419-1725/#2053882 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#: DATE: PV-1.0 RK 1 0 9/24/15 SUN-NI 66 FRANNUN ST SUITE 3100ANLAND,CA Baeo] By JJAFFE Dne.LOu6-III. es-2053662 EVI Sh-SRc'.11,I7 THESE DRA-S.SPECIFICATIONS.AND DESIGNS ARE THE PROPE-OF SUNOEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANT OTHER INDRA OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN OEVELOPE-TROUT OUR WRITTEN CONSENT 1 2 3 4 5 MODULESPECIFICATIONS • CONTINUED (28)LG LG30ON1K-G4 TO ARRAY 2 MODULE WEIGHT: 37.48 MODULE LENGTH: 64.57 MODULE WIDTH: 39.37 ROOF i SPECS ! ( ( !ROOF 11 I I I ! I I I I I I i I I I ; I I ( I I I I I ! I I I ( I i I I I I ( I I RAFTER SIZE: 2X6 NOMINAL _ _ RAFTER SPAN: 1 111-9" ( I I I I I RAFTER SPACING: 16" ARRAY 1 q ROOF MATERIAL: COMPOSITE SHINGLE .1. ....L......L... 1...,...1.....1. ...L......l..... L..__I......I ....L......l.... .L. I I I I ARRAY 1 SPECS NUMBER OF MODULES: 18 TOTAL MOD.WEIGHT(Ibs): 674.6 A RACKING WEIGHT(IbS): 833 ARRAY WEIGHT(Ibs): 758 I r I I ARRAY AREA(sgft): 317.8 Tlil� I. 1 ....I......I.... I......I.. I.....I......i......l. 1 1 I I ARRAY DEAD LOAD(lbs/sgfl): 2.4 NUMBER OF MOUNTC: 36 __ LOAD PER MOUNT(Ibs): 21A I 1 I ® I I 1 I I I f I I I ARRAY AZIMUTH(") 116 ARRAY TILT(') 23 NUMBER OF FLOORS 1 ROOF 23PEGS 1 29'-8" 3'-10" �[ RAFTER SIZE: 2X6 NOMINAL RAFTER S RRAY 1 LAYOUT PAN: 11•_9.. SCALE: 3/16"=1'-0" RAFTER SPACING:1 16" ROOF MATERIAL: COMPOSITE SHINGLE ARRAY 2 SPECS NUMBER OF MODULES: 10 I i I I I CONTINUED I ( I I I ( I I ( ! ( I I I I TOTAL MOD.WEIGHT(Ibs): 374.8 I - RACKING WEIGHT(Ibs): 485 FROM ARRAY 1f ARRAY WEIGHT(Ibs): 423.3 I 1... .t ....J......1.. I....._i: ...( ....J. ...1... 1.......J. ....1 . .J..... I I J I ( i i 11 i I I I 1 I i i I I ARRAY AREA(sgft): 176.5 i I 1 I i I ( I I i I I. I ( i I i I ! ( i ( ! I ARRAY DEAD LOAD(Ibs/sgfl): 2.4 J I I i i i NUMBER OF MOUNTS: 22 LOAD PER MOUNT(Ibs)'. 19.2 AARRAY RRAY AZIMUTH(') 23 B B [! I ® I i ( i ROOF 21 I' I. i ( '1 i I I ( i I I : NUMBER OF FLOORS 1.. [AROAY12 I I I I i I I I I I I i I I I SYMBOL KEY: RAIL- I RAFTERS ! I I ( I ( ( ! ( ( ! ( ! I I I I I ( I 1 ( I I I 1 ( I ! ( I I ROOF I I Io -I I ( I I I ( ( I I I i I I i -I I I I I I I I 1 ( I I I" FIRE CLEARANCE Q..........-.(D STRINGCONFIG. 16'-6" - w®� STRUCTURAL 1 `N OF ' UPGRADES � RRAY 2 LAYOUT NYCE �'`� a SOLAR MODULE 2 SCALE: 3/16"=V-0" CML SPENR N ® MOUNT NO. 51861 ® SKYLIGHT P ® CHIMNEY fFc1sli. PLUMBINGOR SOLAR MODULE /ONAL ATTIC VENT 0 ATTIC VENT IRONRIDGE XR10 .... .. L-FOOT. CUSTOMER INFORMATION: QMSE-LAG SHINGLE -- - EDWARD RICHARDS 'NOTE: - MODULES SHALL NOT BE GREATER THAN 8 COMPOSITE SHINGLE 76 SHEAFFER RD INCHES ABOVE ROOF COVERING - 5" X 5/16"-LAG CENTERVILLE,MA 02632 2.5"MIN.EMBEDMENT PER------ (508)419-1725/#2053882 SCREW 2X6 NOMINAL,16o.c. MOUNTING DETAIL DESIGNED BY: REV#: DATE: SCALE: NTS RK 1 0 9/24/15 2 O SUNOB INC.MFRMKLINSTSUITE3100nKLAND. UM7 By—FFE Dab:—Lorl-Ric-205SE825VISneat Sue.I-T THESE DRAWNGS,SPECIFICITIONS,MD DESIGNS ME THE PROPERTY OF SUN—TYINC.10 PART SHPLL BE COPIED OR USED FOR OR VATH PNV OTHER WORK OTHER nwN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPEDvnTNOUTOUR MITTEN CONSENT 1 2 3 4 5 ELECTRICAL KEY: INVERTER T SPECIFICATIONS MODULE ELECTRICALS CIFICATIONS SOLAREDGE SE760OA-US (28)LG LG300NIK-G4 It BREAKER RATED WATTS(EACH): 7600 SHORT CIRCUIT CURRENT(Isc): 9.7 �— SWITCH AC OPERATING VOLTAGE IV): 2]4 OPEN CIRCUIT VOLTAGE IV-): 39.7 SCREWTERMINAL AC OPERATING CURRENT(A): 32 OPERATING CURRENT(IMP): 9.26 m FUSE NUMBER OF MPPT CHANNELS 0 OPERATING VOLTAGE(VMP): 32.5 • SPLICE INVERTER EFFICIENCY: 0.975 MAX SERIES FUSE RATING: 20 w EARTH GROUND INTEGRATED DC DISCONNECT STC RATING: 300 m CHASSISGROUND INVERTER I INPUT SPECIFICATIONS PTC RATING: 273 ——— GEC NOMINAL CURRENT PER STRING(Inom): 12.12 1 DESIGN CONDITIONS EGC NOMINAL VOLTAGE(Vnom): 350 1 HIGHEST 2%Da OESIGN TEMP(°C): 28 MAX SYSTEM VOLTAGE(VmaX): 500 MIN,MEAN EXTREME ANNUAL DB(°C): _I6 q MAX CURRENT PER STRING(Imax): s A MAX INPUT CIRCUIT CURRENT(Imax): 30 (3)#8 THWN-2 (3)#8 THWN-2 (3)#6 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#10 EGC (1)#10 EGC 3/4"EMT 3/4"EMT 3/4"EMT FREE AIR 3/4"EMT METER SUPPLY SIDE CONNECTION WITH POLARIS BLOCK OR SIMILAR (N)SE760OA-US AC DISCONNECT, 250VAC RATED UL LISTED AND INVERTER W/INTEGRATED 60AMP,FUSIBLE, APPROVED CONNECTOR DC DISCONNECTS C-H,DG222NRB 1 STRING OF + —AC METER 40A FUSE p�/ 14 MODULES pC OUTPUT LOAD LINE OPT.CURRENT=12.00A —————————— GEC___— __ _--______ __________ 1 STRING OF + 100A MAIN BREAKER B 14 MODULES i (E)IODA Bryant MSP B OPT.C URRENT= INVERTER I2.00A � zaov 2P 3-w 1 4) (E)LOADS I (E)LOADS I I L---------� (IF APPLICABLE) MIN.NEMA3R UL LISTED JUNCTION OI BOX WITH 90°C TERMINAL RATINGS UU LOCATED ON ROOF Tim\1 GEC IRREVERSIBLY SPLICED TO l EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE C Inom=(14 x 30OW)/350V=12A CONDUIT ELEVATION:1/2 TO 3-1/2=22°C 28 MODULES TOTAL OPERATING VOLTAGE=35OVDC(REGULATED) HIGH AMBIENT TEMPERATURE:28°C 28 x 273(PTC WATTS)x 0.975=7453 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-16°C EDWARD RICHARDS ROOFTOP AMBIENT TEMP(Tcorr):50°C=0.82 SE760OA-US MAX OUTPUT CURRENT=32A CONDUIT FILL(CfiII):0.8 BREAKER SIZE=32A x 1.25=40A=>40A 76 E RD CENTERVILLVILLE,MA 02632 CONTINUOUS USE=Imax'1.25=15A (508)419-1725/#2053882 CONDITIONS OF USE=Imax/Tcorr/CfII =15A/0.82/0.8=22.87A CONDUCTOR SIZE FOR 22.87A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG RK 0 9/24/15 SBNOBVITV RIC.66 FRANKLIN ST SUITE 310 OAKLAND.CA 91607 BY JJAFFE 0ew.--L°c°1i°n',RlcKarEs 2053S62SVI G—S¢°'.11x17 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR W TH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN—SENT 1 2 3 4 5 _ NEC 690.5(c) NEC 690.31(E)3&4;2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 32 AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240 MAIN SERVICE DISCONNECT WARNING �/�/A R N I N G INVERTER 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT ELECTRIC SHOCK HAZARD RATED MAX POWER POINT CURRENT(Imp): 24 A IF A GROUND FAULT IS INDICATED, RATED MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS PHOTOVOLTAIC POWER MAY BE UNGROUNDED AND ENERGIZED SOURCE MAX SYSTEM VOLTAGE (Is • SHORT CIRCUIT CURRENTNT 500 (Isc): 12.1 .. NEC 690.35(F) NEC 690.17(E) PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, PLACE THIS LABEL ON ALL DISCONNECTING DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED MEANS WHERE ENERGIZED IN AN OPEN POSITION CIRCUITS MAY BE EXPOSED DURING SERVICE: WARNING WARNING ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED POSITION AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) B B PLACE THIS LABEL AT P.O.C.TO SERVICE DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND SUBPANEL IF APPLICABLE)) NEC 690.56(c) PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT WARNING DOWN IS INSTALLED INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS PHOTOVOLTAIC SYSTEM EQUIPPED OVERCURRENT DEVICE WITH RAPID SHUTDOWN NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. CAUTION C CONTAINS MULTIPLE POWER SOURCES CUSTOMER INFORMATION: EDWARD RICHARDS - 76 SHEAFFER RD - NOTE: CENTERVILLE,MA 02632 BACKGROUND AND LETTERING COLORS FOR (508)419-1725/#2053882 SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF . PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS DESIGNED BY:IREV M DATE: INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. PV_4.0 RK 1 0 1 9/24/15 SYNOEVITY INC,66 FRANKLIN ST SUITE 310 OAKLAND,CANW7 By.JJAFFE Oom:--Loulbn:RknerGa-10538B35V15neet Sve:t1x17 THESEDRNNANGS,SPECIFICATIONS,MDDESIONSMETHEPROPERTYOFSUNGEVITYINC.NO PART SHALL BE COPIEDOR USED FOR OR NTH A OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY NAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 LG NeONM2Brack Life's Good `.-� Mechanical Properties -Electrical Properties(STC*) Celts Gx10 -- 300W _._. --•--- Coll Vendor LG MPP Voltage(Vmpp)-_^_ 37..5 _-MenocrysmiLne/N Lyp,, -- M_Pp Cuor[01111" _ 925 _ Call Dimensions 15675 x 1.56.75 mrti/G x G Inch Open Circuit Voltage(Vocj 39.7 '' •of Busbar 12 Short Circuit Cumen[(Istj 9.70 O ions(L.W x H) - IWO 0 4Gm Mmuln Em cy_(%)... _ 1.3. _ fro./ i.%xt5] ch Operatllg Temperawre("C) _.______.__..,___._— ._ ion'..__ voka_--_.---__._—.—�._.._—._—__ ' Front LoaA 6000 i /175 psf Q Maxim m System Vottag (V) Roar load 5400 ra/1t�psfQ Maximum Stncr FusaR[mg(A) .G'. __.—_.----•.__.r._.— _ __ wayht 17.0 G y i 37as s n roe Powers mran<a(%) o-•� {on ec[or Type -Mon NC4CompatlNe:IP67- ¢[�n:.6m Tccane.w,J l„ ns " / -mn Box IP6./ J 'r — ,•""" 'c:�l.,,d d,mw,.d-.n:ro:, Y,.. ' _'' Length of Calif _2 x 100C /2.3937 1 . GLa .....:tl.�.gl r „nr,p. .y__............ 'Electrical Properties(NOCT*) F.— Anal dAwnilnum - . 300 W C Certifications and.Warranty - Maxim Povmr(Pmyp) 2tfi �/r I z. MPP Vok y..(Vmpp) 29.5 Ce LG Ne(� `(ack �' rt RcaL reons(In P og s) ;C 1215 1i 61]10 1/1 3L 1/G j -pP PP) 36 ISO 70GI IEC6 Ilf A T penC V Itag (V ) 36S .. a' Short Clr<m[Curten(Ise) 76• M dul Fire Porfnrmanra- Tyr,.2(II 1703) s - na.r u+vn':.,ova<.r.geu+omve,u,.e, rn.rc.aaa N.'nx n.m ramvo,xu,a 2—"d:v«d,�,.. . o'gmt Warranty of Pmax. '- -Linearw eery' Dimensions(mm/in) - c coral. 3S) _ - LG$new module,NeON'x'2 Black adopt Cello technology. 7 _ _- 1 sv.r,u• - - :4xv,,.amN".,.�.,,a x, - C _ Cello technology replaces 3 busbars with 12 thin wims APaaovto nnoouiY- _ l 51 to enhance power output and re(lab Cty NeON"'2 Black ; DyE, C Temperature Coefficients 60 coil demonstrates LO s effort to increase customer's values ` ®a — NOCT "fi 3 C ILLI be and effic enc It feTtr a entanced war an dumb t, performance under real environment,and aesthetic design flnpp - _ suitable for roofs. vo< . Ise 6 62%PC Characteristic Curves Enhanced Performance Warranty O High Power Output LG NeON'"'2 has an enhanced performance warranty Compared with prwi—models,the LG NeON"'2 9 The am'.no[degradation has fallen from 07%/yr to has been designed to c gn ficartly enhance its output 06%/yr.Even after 25 years the cell guarantees 24 %p efficiency,thereby making it efficient even n limited`pace. "' """' "" inore output than the prav cus NeON*"modules. Aesthetic Roof ® Outstanding Durability LG N ON' 2 h b designed 1 thei c In mind, With its newly re nforc d f de 9n LG has extended - eh that pp all black at a d'. ot.The the wa raniy of the NeON 2 f additional l yars. _ product mayncrease the value f a prop.ty with its Additionally,LG NeON 2 can endure a front load up to modern design 6000 Pa,and a rear to d p to 5400 Pa ` G - Better Performance on a Sunny Day ^�� Double-Sided Cetl Structure I iGN ON' 2ute to !7� enn tuetl Ax.thefron[che LG (I Nht beam)reFltec'ted from II. to, o lts.im roved rem Cure coefficient. y .IIIINIIIN. tell J.,sd n mat tic ....,...._..._,.-_ .. ._............ now performs better tin day,thank,` �I!\IRI!!!!!lllt� !!!!!!/1 The 7 P Pea 1 9 1- 9 �� the Zrmar of the module i-r absorbed eo generate a great —--r amount of additional power. 1 (///r��'� About LG Elc - ®`� - Or Iv AUSE-I ICIA,V,n753J. _ __ _ _ _ _P/,rgnt�&.OIS L4:IKcron n.AE !w ghrr r.aerved. Inlwnann h,rn BetlerliF. L"Es gh yc wfi h P A S P d Sy. -f 9 0 q p 9 ^n C Iq q Ot/OA/2pt5 .. ❑J LC G p. wh exported to 32 nmigso eru_n con cuunrr.i,erhllow,g7A. Leto roc 1.01 J.Ne0Nm(p riorsly now Mo,oxNoOY)w..nIn -x.w Awn ,whrhProved LG_11,leiL of tin etn,titnnduvtry. J :AUTHORIZATION TO MARK Mechanical Installation -� Mounting Methods •Four M6 stainless steel bolts,four nuts,four spring This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s)l General Information washers,and eight flat washers are recommended t.Covered section when made.in_accordance with the conditions set forth in the Certification Agreement and Listing, per solar module. r.Report.This authorization also.applies to multiple.listee models)identified on the correlation page of the Listing) •Select the appropriate orientation to maximize .For rear loads 5400Pa,modules should be t - sunlight exposure. Report. fastened with four M8 stainless steel.bolts,four •Module should not be mounted or stored in a way nuts,four spring washers,and eight flat washers. i This document is the property of fntertek Testing Services and is not transferable.The certification mark(s)may be that the front/top glass faces downward in order to ,The module may be fastened to a support by using applied only at the location of the Party_Authorized To Apply Mark: prevent water from entering the junction box,which both the outer and inner bolt holes of the frame. could cause a safety hazard. •Clearance between the solar module frames and Each module should be securely fastened at a : LG Electronics Inc. minimumnf points on two opposite sides. Applicant: LG Electronics Inc. Manufacturer structures such as roofs or ground is required to ,Specific information on the solar module 168,Suchul-daero,Solar Business 168,Suchuld prevent wiring damage and to allow air to circulate aero,Solar Business dimensions and location of mounting holes is behind the solar module.The recommended Address: Division(Solar Factory),Gumi-si, Addr ess• standoff height is a minimum of 100mm. I Division(Solar Factory);Gumi-si, - provided in'Product Specifications'. - Gyeongsangbuk-do 730-903,Republic - Gyeongsangbuk-do 730.903,Republic of When installed on-a roof,the solar module must be of Korea Korea - Module frame mounted over a fire-resistant roof covering rated - -.,��_ Country: Republic of Korea - Country: Republic of Korea - for.the application:The fire resistance of the solar - -, l ro, „„ Contact: Mr.Jeongwon Chat Contact: Mr.Jeongwon Choi - module is class C after ANSI/UL790. - •� Bolt Phone: +82-54-4690386 Phone: +82-54-4690386 A slope less than 5in/ft is requked to maintain a fire Flat washer FAX: +82-54-4607931 ...FAX: +82-54-4607931. .. .. .. class ratin g. Email: jeongwon7.choi@lge.com Email: jeongwon7.choi@lge.com •The solar module is only IEC listed for use when its R"` � Flat washer :.. factory frame is fully intact; - 5..-.�� Party Authorized To Apply Mark: Same as Manufacturer - - - . - Spring washer Report Issuing Officer ;Intertek Testing Services Shanghai •Removal or alteration must be done by an authorized and qualified individual I Nut Control Number: 5000343 Authorized by- -•Creating additional mounting holes may damage Support Thomas J. tte ,Crtifi Manager 'the solar module and reduce the strength of the __. .. .._ __. .. frame. r We recommend a 6mm gap between module US nation frames to avoid tension from thermal expansion. 'Tighten the boll securely p using then between shown above.Place the spring washer between The fire rating of this module is valid only when the Flat washer and.Nut. ra.ea ` mounted in the manner specified in the mechanical mounting instructions. Mountina by using clamps •The module is considered to be in compliance with Intertek __ / •The module may be fastened to a support by using UL1703 only when the module in mounted in the clamps on both the long edge and the short edge: This document supersedes all previous Authorizations to Mark for the noted Report Number. manner specified by the mounting instructions mn a,wvzm„mean:,m<a� �orum�rsaren�eapwmea R.vummmec crw, ye��aem.�;,ua,a�n a�a u,�wr•re�,wa�n am 6�mry of the modules.below spree ro ma mnm e.,a m,m�v otme:yea.mreue aa,..,,o o ey m . ary peat'-wal�mu,e aemmm .am me y�xmr e:rree+.e>�se o<ema6e ov�,ra •Specific information on location of clipping is ry me,aadnewmvvem,mMm.ody aea�+naa�.-mmaeR.ampwy��w�am„ru.+nw�,mm,mrmn�eu�varm�amay ummum��'zraor�•wa •The solar module may be mounted by using the provided in'Mechanical Installation Scene'. rou�mmmose�w�u;•,ye�v„wpm,ac,Q ,mM,e_nm,we,�•rmeu .�ree.um�roaese,eeau�c�a gym:+,rmwa•r ®ma+ following methods:('Torque:8-12Nm) rAa r»�rpo+ee inwmyey o aak.remit Fa�rn=e�g JF ui,Se—me w eml,epo:e gasman epor�rm a ,f neck�,.onm�ow�,a me (Refer to next page) .. ,g ' LhW ere not mr mew need o—OW qa,o►d day 1n ma(leech Ibbg mnm ws rasped_ - •When installing modules in heavy snow areas, ..special care should be taken to install the modules Intertek Testing Services NA Inc. - in a manner that provides sufficient design strength - 545 East Algonquin Road,Arlington Heights,IL 60005 - while meeting local code requirements. Telephone 800-345-3a51 or 847-439-5667 Fax 312-283-1672 r LG modules(Fire performance:Type 2):shall be ; mounted with racking and mounting products More then 40mm UL 1703 2002/03115 Ed:3 Revi2014/11/18 - - � 9 9P ' - .. Standard(s): UL Standard for Safety Flat-Plate Photovoltaic Modules and Panels certified and listed for system fire class rating in Product: Crystalline Silicon Photovoltaic modules accordance with UL1703 edition 2014 and UL2703 edition 2014. / - •It is recommended to check with local authorities mm re then 1 O 0 Brand Name: ( LG Electronics ..... - for fire safety guidelines and requirements for any, - building or structure on to which the panels will be 'i�°r.-.e__,_-g�^•,� LGxxxN1C-G4('xxx'is the number from 280 to 340,in step of 5), - installed. LGxxxN1 W-G4('xxx'is the number from 280 to 340:in step of 5), - - Models: LGxxx51C-G4('xW is the number from 250 to 300,in step of 5), :Mounting by using frame bolts holes LGxxxS1 W-G4('xxx is the number from 250 to 300,.in step of 5). •Secure the solar module to the structure by using LGxxxNIK-G4'('xxx':is the number from 280 to 330,in step of 5). _ .the,factory mounting.holes. .. - ATM for Report 150201020SHA-001 Page.1 of 1 ATM Issued:28 41])MsG-Apr-2015 - - - Moro than iomm -' ®163.ISt1Jamy . - 7 solar, =oo Single Phase Inverters for North America soIarSE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US ��SE3000A,U��SE3600A_US�-SESOOOA_USTSE6000A_USTSE7600A-U5�5_E 10000A_USISE31400A_US�_—_` OUTPUT SolarEdge Single Phase Inverters o - 9990 Nominal ACP Output t 3000 3800 SWO 6000 7600 11400 VA Max.AC Power Output 3300 4150 •5400 @ 20'V 6000• 8350 lOBW @ 208V 12000 VA For North America 545o.@a.4,0�..................................1e95v.�2�ex. AC Outpu[Voltage Mi Nom:Max PI SE3000A-US -US7SE5000A-UST E6000A-US/ ACOutp6-229Van J _1 ..:.... ......................... ... -AC Output Voltage Min-Nom-Max.l" J'.' � ✓ ✓ ✓ J J J- SE7600A-US/SE1000OA-US/SE1140OA-US ..... vac 5.3 -60.5 with Hl coun try serf ng 57.60.60.5 Hz ..- ;AC Frenuency Min.Nam;Max�.I..................... ..9...60-......J..............Y. b.,........ J............. ...... Max.0 b Output Current 1.251•• 16 24@20&V 25 32 4R@208V 475 •- A ..................................................1... �..zt.�zoy...�...............�........... . .Qz @ z4o�...�............. .. ....... GFOIT y '''' Unllt Monitor ng,standing Protection,Country Configurable Threshold Yes Yes 4050 510'J 6750 8100 16250 13500 -T -15350 W ... ........ ......�........ .....�. 1 ..... rran:roan u g ded Yes 1�12 +t ..Max InPtrt V"^eat.Wta8r41zp�ea�4� .. N- DC InputI. ............. ..e. ...................................... .. .. 95 li (..1 65 20 8V..I .............................1 . 325@206V/350 i240V 3@208V 23 1 345... AVVtldd<c 155MInputCurrenl4 ,,, I S c .... Short Grcuit[ t 45 Adc .... _ .. ............... ................................ ...............................I�� - R 'P larrt Pro[ecbp Y - ( u', G d F ult Isolation De[ N 6001 5 ti lty , _ 3 .............. .. ..... .... .. M Inverter Efficiency 977 982 963 983 98 98 96. 3 .. .._. c ................. ••••..••••...•• 1 •... 97 5 C. 08V 97 @ OSV CEC Weighted Efficiency 97 96 9 5 97.5_ 97 5 .% ....g...................� .. ..:.L.. ......�............ 98.@.zaog. ... ..... ... .... .s@z4ov.�....... N htdme.Power Consum bon 1.5 4 W t.r ADDITIONAL FEATURES _ _..._ __ ._ t ... - SuPPortetl Commumcanpn Interfaces ................. RS485 RS232 Ethernet,218Bee1 Ph 1) ..... f' .. - - - Revenue Grade Data,AN51 C12 1 - Op T Rapid EC 20t469012�„ F cn I[ bl d h 5 Etl - � ry ..,- @ rapid s'ntall. —.... STANDARD COMPLIANCE e baraty ...... .... , 2 .. ........ . . ....... 2 B.d . . U U (CSA .-.. . IEEE1547 ... ._ ... ........... .. .:....... ...... .•,..- Emissions FC_C pa,tIS classB' i INSTALLATION SPECIFICATIONS AC ourp tcondult...sae/AWG range 3/4 /166AWG 3/4 I /8-3 AWG ......... .. ..... { DC input .nd.Its. of-mg,/ 3/4 /12 tl g/ •. .AWG 3/4 /12 strings g/1.66AWG .. .. 146AWG .. t Dimension,v.-ith Safety 8wtI •2 x •15 184 377 72S 305/•• 'n%• ...... .. ,.+xi _ x 305x1 Sz7 /775x 31 k .. .. .. .. - 3't•� '� We ghl wrth SateN Sw tch ,..512123 ,..I .,..... 547/24.7 .88�.4 Nl I. o ecbon Coaling .Natural Convection and mt...al Fans I.—replaceable) fan(us The best choice for SolarEdge enabled systems S .... .... ... .... <.. ... ..... .repla eabie, ............. ... .. ... ... 25 < dBA } None 50 Integrated arc fault.protection(Type'1)for'NEC2011690.11 compliance r:Bin Ma.Operating Temperature -13 to t140/-25 to+GO(4p[o-+60vers on ava table') 'F!'[ ..Superior efficiency.(98%) , .?ange..-......... ........ ................... .............................................. ....... r .. :, ... .: - - .. P t n R n d .. ............... ... NEMA 3R ................. ........................ ....... Smalijightweight and easy to install on provided bracket,_ '" '• - � Built-in module-level monitoring - m ev H u Internet connection through Ethernet or Wireless_ _'•IaVv7 e..M,zeoPx IMrM''rn"^�, rr.Poa csooz"xunl` 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.SOIaredge.us" gigAUTHORIZATION TO MARK -0] AUTHORIZATION TO MARK ,(This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Product: Unlit Interactive Inverter f Brand Name`. SolarEd e Covered section when made in.accordance with the conditions.set forth in the Certification Agreement and Listing i1111 Report.This authorization also.applies to multiple listee model(s)identified on the correlation page of the Listing Models: 7 models:SE3000,SE3300,SE3800,SE5000,SE6000,SE7000,SE7600 I Report. (Option:followed by A to indicate Interface board,etc.) t�This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Party Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd - Manufacturer: Jabil Circuit(Guangzhou)LTD' DEV EAST DISTRICT 6.Ha'Harash.Street.45240 .. 128 JUN CHENG RD Address: Hod Hasharon Address: GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr.Oren Bechar or - Contact: Elaine Ouyang Mr.Meir Adesf - - Phone: +972 9 957 6620#293 or 'Phone: 020-2805-40251 135-7023-5852 +972 9 957 6620#131 FAX: +972 9 957 6591 FAX: - NA - Email: OREN.B@SOLAREDGE.COM Email: Elaiine.ouyang@jabil.comParty - Repo t Issuing To Apply Mark: Same d,Manufacturer Report Issuing Office: Cortland,NY 13045 fw- Control Number: 4004590 Authorized by: for Thomas J.Patterson,Certification Manager r c us li I Intertek ._..____. This document supersedes all previous Authorizations to Mark for the noted Report Number. - This A,nhorixalion to Mark m for lho--ive use of lnta—%Client and is provided lwreaanl to the—ffl rtbn agreement bdlv�an lntaM1ek aM ds Clb LJ.1-1 rasporrolbgiry eM lability are It—to the tame end mntlitror5 of the ngroerrenl,1-0assumrs no liability to any party,other than to the Client in accortlanca witM1 the egra—t;for any—.azpen•..e or daarage ocsaswned M lhaum o(ltrs Aulhoraation to Mark.O Nlha 0-1 is auN—to pa—o ing or disiribuliwrMft.ANM1or"vnlinn to Ma,k end 1h.n nnrym ils en U y.Use of lnledek's Cedificatbn mmkls a kleluJ lu the—thane WW—in the ggrrwm:nl and m thu Aulhod:ahon to Mark.Arty-h.,use al the Imodek name for the cola or—isement of the lastod matorul,Waluel oe survice oust. ... first hn aplxovodwwriting b,lntudak.ingial Factory Assessments end Fulbw up.—i—ra for tM1e puepow ul a—mr appropdale ussge or the Cedif lion markmaaortlmv<Mh tM agreomenl,the are rwt for the W rposee N pmduclion quality wnhol and do not rellwe the Cliont of Iheir ob1i9W,,,,in This respect.. Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005' Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1741 Standard for Safety for Inverters,Converters,Controllers and Interconnection System Equipment for Use With Distributed Energy Resources,Second Edition Dated:January 28,2010 - CSA C22.2.107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2011) Standard(s): UL SUBJECT 1699B,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection-Issue No.2,2013/01/14 .. .. CSA TIL M-07,.Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection-Issue No.1,2013/03/11 ATM Issued:13-Nov-2014 ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001 a Page,1 of 8 ATM for Repor(3188027CRT-001 a _. Page of 8 ED 16.3.15(I-1an-13)Mmrtlnlory ED 16.3.16(1Jen-13)Mantlatory - Telephone: Route Cortland,NY 13045 Telephoho ne:(607)753-6711 Facsimile: (607)756-9891 w intertek.com - ... SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20.2014 Letter Report No.101703554CRT-001 June 20'",2014 Project No.G101703554 _ • 3-.ph Inverters: Mr.Meir Adest Ph:+972.9.957.6620 _ 0 SE9KUS/SElOKUS/.SE20KUS when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx- SolarEdge Technologies Ltd - email:meir.a@solaredge.com 6 Ha'Harash St. _ x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is HOD HASHARON,ISRAEL - - any number;inverter part number may be followed by a suffix Subject: ETL Evaluation of SolarEdge Products to NEC.Rapid Shutdown.Requirements - This letter report completes this portion of the evaluation covered by Intertek Project No.G101703554. Dear Mr.Meir Adest, If there are any questions regarding the results contained in this report,or any of the other services offered by This letter represents the testing results of the below listed products to the requirements contained in the following, Intertek,please do not hesitate.to contact the.undersigned. standards: - - Please note,this Letter Report hoes not represent authorization for the use of any Intertek certification marks. National Electric.Code,2014,Section 690.12 requirement for rapid shutdown. Completed.by: Radhe Patel. Reviewed by:. Howard.Liu This investigation was authorized by signed Quote 500534459 dated 06110/2014.Rapid shutdown test were Title: - Engineering TeamI Lead Title: Staff Engineer . perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek personal on O6/1712014. - Signature: — — Signature The evaluation covers,installations consisting of optimizers and inverters with part numbers listed below. pate ,.June 2 01h.2014 Dater _ _,.June 20 ,2014 The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt- amperes within-10 seconds of rapid shutdown initiation. Applicable products: • Power optimizerd: .. ._ .. o PBxxx-yyy-zzzz;where xxx is any number,0-9,up to a maximum value where xxx=;3SO;yry could be AOB'or TFI;and zzzz is any combination of four letters and numbers. o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. o Paaa,Pbbb,Pccc;Pddd,Peee;where aaa,bbb,ccc,ddd,eee is any number,0-9 to a maximum, upto aaa=300,bbb=350 ccc=500,ddd=600,eee=700. o Pxxx,Pyyy,Pzzz,Pmmm,Pnnn and P000;where xxx,yyy,zzz is any number,0-9 to a maximum up to xxx=300,yyy=350,zzz=500;where mmm,nnn,000 is any number,6-9 to a maximum up to mmm=405i nnn=300,000=350 - - • 1-ph Inverters: .. - .. o SE3000A-US:/.SE380OA-US/SE5000A-US/SE6000A-US/SE760OA-US/SE1000OA-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x"'which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; - - inverter part number,may be followed by a suffix Page oft rnrs repot s r«IM exclusive usa of Intadak's Climl one re Drorided W want to Ibe soreemant baN.oen lntedek we its elknl.Inlodek'a maponalxliN and habiliN.ale limilatl to the terms .. .. and conditions of the agrea M.Intertek.—s no liability to goy Deny,omen than to tha CII-1 in acmla with the ngr-1,for ony loss,expense or aamnye omosianea by the um or this reed.o N Iho Cr m is nmhoi:oa to pemm mpriop or aistdbmion of him repot one Ihan onN m Its amireN.Am vse ar Iho Intanar aamo or oW of.hs mono log the role ar. - m a me Iesea aemaar,proepn or aemm a.,at hreI bo mproxoa in miing by Imadek.mo oba«reuoap ana and resalle m mIn rem.aro relermro„N mo sampio Iestad.mIs. - . reDotbr ua'arcaces noumDN manna n•Iedar,orwan or sanicalo or has odor mon anoar an ltnanal,a;rer uon Droyrem. � .. .. .. �� O iT 'NM!� 6Emw f t to le&'. Page 2 of 2 klfertic in[crtek Intert Intertek IMCVVrtek L1ter[ek Intertek Testing services NA.Inc SD 12.1.2(11111110)Informative Intertek'resting Servioes NA;Inc. SD 12.1.2(11111110)Informative 0 solar=qq solar - o - SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 SolarEdge Power Optimizer , P300 F400 P405 Q - E V GP II ad I I (br]2&96ce11 modules) (brthln Hlm mod I Module Add-On For North America JNPUj _ -- R t dInput UC Po..,,; ....... 300 .400� . I 405 .._,W.... P300 / P400 P405 nbsawte Maximum Input Voltage 48 - '- 80- 125 -Vdc (Voc tl west temperature),,,,,,.... .... .. ..12.5.... .... ... ..... O MPPT Ope n gR ge ..., _ ,,...8 48 8 80 ............ . ,105 Vdc .... ....................................... . ............. 0 .........., ... ... ....... . . Maximum FfSc cY 99.5 AA.dd c.... �... Weighted Elfic enc8................................. ........98.a.. % - _O cr oltpg_Cat,god II ' OUTPUT DURING OPERATION(POWER OPTIMIZER '. Maximu..n. Out Put Cur e t CONNECTED D TO OPERATING INVERTE_ 15.,, R) Ad .... ..: Maximum Output Voltage. 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFf) :Safely Output Voltage Per Power Optun rer Vdc �,. .. TANDARD COMPLIANCE - 1p«, EMC' FCCP t15 Class BIEC6100062 IEC6300063 ) IEC627.09].(cl t1 safety)UL1741 ' B d RoHS ... .. Ves` INSTALLATION SPECIFICATIONS 4 0: Maximun Allowed System Voltage 1000 I Vdc ...... . 6 .... .. .... '' R" I P 2scries - 141x 212 405/555 834 159 mm/m ... =. Dimensions(W x L x H) 128 152x275/ 128 152 35/ 128 152 4g/ Pxzx 5 series ( I i .mm/in x'S 97x108 "Sx597x137 5z597 x1.89 Weight(including cable) P 2 seiies 950/Z 1 gr Ib .... ...... .... .............. Pxxx5 serves ..,...770/17 ........I..._.,,.9301.205 ..�:.... ...... MC4 C P hble........... ...... O ip t W re Type/C nectdr Double I I t d Amphenol . - O tputW eLength.... ,,,.095 ..........., - 12/39- ,. OPe anng Tempe t .Range 40 85/40.r185�I..., � ' 8CMMA6P ......... 4gC ......... ........ Protection Rating .......... ........ ..................................... .__ _ _ r///IIbbF,..... ..Relative HumiditY.............:. ...............................................�.:100 ..... ...... ..... ......_ -_. ._ .__. —._....._....... _...___.__.._..-...._ ... ____ -77 PV SYSTEM DESIGN USING SINGLE PHASE -THREE PHASE 208V THREE PHASE 480V Minimum String Length _ TERN PV power optimization at the module-level Maximum St ng Length ... .... ..... ..-,. .. .. .,... .. .............. ........ 5 25 ........ ..50 ...... ... '. I (... r UP to 2595 more energy _ M mum.Power per,5[ g .. ............. .,... 6000 ....................12750, ............ Superior efficiency(99.5%) _ : ;. - - N rallel Strings f Different Lengths f Mitigates all types of module mismatch losses,from manufacturing tolerance topartial shading. es I or entanons .. . ,,,.- ,, „,,,,,,,...................,,„, ......... _ ............. ........ ..Y..... �i:Ib.�ar�m.o.os.,;mP,�oimsan,cao�mco�or<,a�e. Flexible system design for maximum,sgace 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'.- ITALY -'FRANCE - JAPAN'- CHINA - ISRAEL - 'AUSTRALIA www'.SOlaredge.u5 //d I R 0 N R I D G E Roof Mount System AUTHORIZATION TO MARK .. t This authorizes the application of the Certification Mark(s)shown below to the models described.in the Products) }Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing I authorization also applies to multiple listee models identified-on the correlation page of the Listing (Report.This aut pp p O P 9 9 € (Report. I £ This document is the property of Intertek Testing Services and is not transferable.The certification mark(s):may be j applied only at the location of the Party Authonzed To Apply Mark. Applicant: IronRidge,Inc Manufacturer: IronRidge,Inc. 1495 Zephyr Ave 1435 Baechtel Road '" Address: Address: C Hayward,CA 94544 Willits,CA 95490 Country: USA Country: USA Contact: Yarn Schwarz Contact: Jim Norsworthy Phone: (800)227-9523 Phone: (800)227-9523 (510)225-0973 1 FAX: (707)459-1833 FAX: (707)459-1833 Email: yschwam@ironndge.com Email: jorsworthy@ironridge.cem Party Authorized To Apply Mark: .Same as Manufacturer, Report Issuing Office: "Lake Forest,CA. Control Number: 4007559 Authorized by: g e Thomas J Patterso—n,Certification Manager t`fL CLASSIFIED ___..___ ��� 0 Built for solar's toughest roofs. ""_- Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit nmaed roure rem,sa^a ewow^.avK aore=mrl.immew aasumoe=o1an.�n loam caro,ae=:w^m nre aremroam«aaroewm,ux mt�ml«a^v ios,ewense«aamaae o«�a�m and proven in extreme environments. eYl eea^,�a««�w to m«�nPRa«,I a°�« ro amr�, ««amain awa,= ro waa�m««, �a rnu�a^tee°'aaa«ma�° m ne�4mm em o«in 1ne mram„=m=m n A,aI——.mo 1m=m,came 1«me aan«aaM.aemem a m=roaree mar«,at wmw«aenire mva ° oov to v«vaa=essmm�a,w F°oowupsrnicesar ,a®oneavmu epp,00fate asap=aveeena�m^m°Mma««aanwx:m lne=®reamem, Our rigorous approach has led to unique structural features,such as.curved rails and reinforced flashings;and nce� m�ea= ,1 o11«m^,mo o a a=imw=ae=^n^^^a,aa m=o�molme a.=m®=eo is also why our products are fully certified,code compliant and backed by a 20-year warranty. mtertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-%67 Fax 312-28341672 Strength Tested - PE'.Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate All components evaluated for superior Pre-stamped engineering letters Standard(s): photovoltaic Modules and Panels,Issue Number:1,October 4,2010 � kL�� structural performance. available in most states. Product: xR Rails with Integrated Grounding. Brand Name: N/A . Models: 51-61G0-005,51-61 GDA05B,51-5000-001,.and 51-65-001 F67 Class A Fire Rating Design Software Certified to maintain the fire resistance F® Online tool generates a complete"bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by FG-1 module grounding components: Fe-I competitors. ATM for Report 101541132LAX-002.. Page 1 of 3 ATM Issued:10-Nov-2014 ED16315(1J 1.13)­ ' HUM-1 0 IRONRIDGE Integrated Grounding System Installation Overview Install Roof Attachments Simplified Grounding _ •Install appropriate root flashing and/or standoff for roof type. For Greater Safety& Lower Cost •Attach L-Feet to flashing or standoff; '-'^�---•�""`� Traditionally,solar modules are grounded by attaching w lugs,bolts or clips to the module frame,then connecting - prepare Rail Connections these to a copper conductor that runs throughout the. array.This process adds time and cost to the installation, Insert splice Into first rail,then secure with Grounding Strap and and often results in improper grounding,creating self-drilling screw. significant long-term safety risks. Slide second rail over splice,then secure with opposite end of The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling screw: , .. challenges by bonding modules directly to the mounting rails.This approach eliminates separate module grounding hardware,and it creates many parallel Mount&Ground Rails grounding paths throughout the array,providing Attach rails to L-Feet and level rails. greater safety for system owners. Grounding Mid Clamp Install one Grounding Lug per row of modules. Each Grounding Mid Clamp pierces through the - t anodized coatings of both the module frame and •Connect Grounding Lug:to grounding conductor. the mounting rail to form secure electrical bonds, which are repeated throughout the array. Install Modules&Clamps •Install first module using End Clamps and Grounding Mid Clamps. Install additional modules using Grounding Mid Clamps. Finish row with a second pair of End Clamps. N Testing&Certification ` a Module Frame Compatibility I--1 The IronRidge Integrated Grounding a System has been tested and certified to Dimension Range i d ' UL 2703 by,lntertek Group plc. A 31.0mm-51.Omm o 8. I 5.08mm(minimum). a'. UL 2703 is a proposed UL standard u ri - � for evaluating solar module mounting - Any module frames whose parameters are not listed in the and clamping devices.It ensures these - provided table have not been tested for compatibility. a. c. i will maintain strong electrical and. devices a o a =t o 3 mechanical connections over an extended eriod of time in extreme outdoor The Grounding Clamp has proven robust grounding 60-ce11 and P - xconstruction and a ran a of environments. 72cell solar module with box g ` _ anodization thicknesses. .. , 2 ;' ct - -•^-�^ *^^ The testing process closely mirrors that, - - . All solar modules listed to UL 1703 and with frame construction ` Grounding Strap. _i' of UL 1703,the solar module testing :within the parameters stated above are compatible with the Grounding Straps are used to ' Standard,.including temperature.and IronRidge Integrated Grounding System. ..T� ... _ - bond rail-to-rail olyr connections. /) Grounding Lug humiditycycling,electrical and mechanical They are only required on the - "' - _ A single Grounding Lug 1 ail with the grounding lug. load testing,and manufacturing quality O Go to ironrid e.com/i connects an entire row � g g , of PV modules to the reviews. grounding conductor. ilda 8431 Mutphy Drive Middleton, 53562 USA Telephone: 6 oe.e3s.4400 Starling Madison Lofquist, Inc. Facsimile: 608.831.9279 Consulting Structural and Furensir• f,nginr.ers ww.mtenek.com l ' h�1 - 5224 South 39"Street,Phoenix,Arizona 85040 Test Verification of Conformity tel:(602)438-2500 fax:(602)438-2505 www.smieng.com i10"Ridge June 16,2014 In the basis of the tests undertaken„the sample(s)of the,below product have been found.to comply with the requirements of 1495 Zephyr Ave - Page 1 of i I the referenced specifications at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: IronRloge,Inc. - _ Attn:_Mr.David F._Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: IronRidge.XR10 Rail,Roof Flush Mounting System—Structural Analysis ..USA - Product Description: XR Rails with Integrated Grounding. - - - Dear Sit- Ratings &Principle rin iP le Fine Class Resistance Rating: unt S mmetrical.ClassA Fire Rated for Low Slope applications when using Type 1,2 We have analyzed the honRidge XR10 Rail for the subject solar module support system and _ and,3,listed photovoltaic modules.Class A Fire Rated for Steep Slope applications with Typel, determined that,for the configurations and criteria described below,it is in compliance with the 2 and 3,listed photovoltaic modules.Tested with a 5"gap(distance between the bottom the - - .applicable sections of the.following Reference Documents:. ... module frame and the roof covering),per the standard this system can be installed at any gap - -.allowed-by the manufacturers installation instructions. No;perimeter guarding is required. - Codes:ASCE/SEI 7-10 Min.Design Loads tor Buildings&Other Structures International Building Code 2012 Edition Models: 51-61GD-005,51-61GD-005B;51-5000-001 and51-65-001 - Californian Building Code 2013. Edition _ Brand Name:. IronRidge Roof Mount Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support.PV Relevant Standards: UL 2703.(Section 15.2.and 15:3)Standard for Safety Mounting Systems,�Mountmg Devices;- Modules,dated Effective November 1,2012by ICC-ES - Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Aluminum Design Manual.2010 Edition and Panels,First.Edition dated Jan.28;2015-Referencing UL1703 Third Edition dated Nov.18, -2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The.IronRidge XR 10 Rail is art extruded aluminum Section with an overall depth of 1.75 in.and a net Verification issuing Office: Intertek Testing Services NA,Inc: area of 0.363 sq.in. The rails-are used to support solar modules,typically,on the roof of a building. 8431 Murphy Drive See Exhibit A—attached. The rails are clamped to aluminum angle brackets that are either attached Middleton,WI.53562 - Date of Tests: 08/27/2014 to 03/17/2015 directly to the roof framing or attached to a stand that is screwed to the roof framing. The raiIs:are Test Report Number(s): 161769343MID-OOIrl,101769343MID-001a,1019159781AID-001&101999492MID-001arl-crl. - mounted across the slope with a small clearance(flush mounting)to the underlying roof structure.. This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically The installed solar modules are at the same slope as the underlying roof structure. - Imply product certification. All loads are transferred to the roof framing through the ankle brackets by simple bi-axial flexure of Completed by: Chad Naggs Reviewed by: Gregory Allen the rails. The maximum span of the rails is governed by.either the.mid-span flexural stresses or the Titles Technician II,Fire Resistance .Title: Engineering Team Lead,Fire Resistance. deflection requirement that the tail not come into contact with the roof. Signature: _ f Signature: Date: c3/t3o/2015 .. pate. 03/30/2b15 The effect Of SelSrllle loads(for all design categories A-F)have been deterltlned t0 be less shall the effect due to wind loads in all load conditions and combinations. Therefore,the maximum allowable spans for common load cases are shown in Tables 1,2&3 below.for 0-6 degree slopes,Tables 4,5, &6 below for 7-27 degree slopes,and Tables:7,'8&9 below for 28-45 degree'slopes. This VedJimtion Is fer the exclusive use of Intertek's client and is provided pursuant to the ogreement between Intertek odd its Client./teak s rewonsibilit y and liability.arc limited to the terms and conditions of the ogreement.lntertekossumes no liability to any party,other then to the Client in accordance with the ogreement,for any loss,expense . or damage occnslared bythe use afthisVdrication.Only the Client is nuthodred to permit relaying or disfribunon ofthit Verf'cation.AnY use.'oj fhe Intertek home dr trig oJits marks for the.ale or advertisement of the tes[eil rrioterial,product'or service muat first he nppidvetl In writing by Intertek.The observation,and t—li-peca-results Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers referenced in this VeriJlcntion o,'e relevant only to[he sample[estetl/'nspectetl.This Verification by ltselfdoes not imply that the material,product,or.service is or has ever been under an latertek—ift-don proorem. GIFT-OP-11a(24-MAR-2014) - IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 5 of I I Mr.David F.Taggart Page 6 of I I IronRidge XR 10 Rail;Roof Flush Mounting System—Structural Analysis IronRidge XR 10 Rail,Roof Flush Mounting System—Structural Analysis Table 4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XR16 Wind I Ground Snow Load XR10 Wind Ground Snow Load Rail Speed Rail Speed Exposure -mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf sf sf sf sf sf sf sf sf psf psf PSI PSI psf Psf PSI par ..100 75 ..65 55 49 43 39 35 33 31 29 .. 100 72 65 55 49 43 . 39 35 33. 31 29 105 75 65 55 49 43 39 35 33: 31 29 105 69 65 55 49 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 -29 110 66 65 55 49- 43 39 35 33 31 29 Category 120 :75 65 -55 49 43 39 35 33 31 29 Category 120 60 60 55 49 43 39 35 33 31 29 B 130 :. 75 65 55 49 '.43 39 :.35 33 ..31 29 B 130 56 56 55 49 43 39 35 33 31 29 140 -71 65 - 55 - 49 43 39 35 33 31 - 29 - 140 52 52 52 49 43 39 35 33 31 29 150 66 65 55 - 49 43 39 35- - 33 31 - 29 150 49 49 49 49 43 39 35 33 31 29 160 62 62 54 - 48 43 39 35: 33 31 29 160 46 46 - 46 46 43 39 35 33 31 29 170 59 59 53 47 43 39 35 33 31 29 170 43� 43 43 43 43 39 35 33 31 29 100 75 65 55 - 49 43 39-- 35 --33 - 31 1 29-- - 100 61 - -61 55 49- 43 -- 39 - 35 33 31 - 29 105 75 65 55 - 49 43 39 35 - 33 31 29 105 58 58 55 49 43 39 35 33 31 29 - " 110 75 65 55 49 43 39 35 : 33 - 31 29 - 110 56 56 55 49 43 : 39 35 33 31 29 120 70 .65- 55 49 43 39 35 33. 31 -29 - 120 51 '51 51 49- 43 : 39 35 33 31 29 CateCgory 130 65 64 54 48 43 _39 35 33. 31 .29 CateCgory. 130 48 48 48 48 43 39 35 33 31 29 140- 60 66 53,., 48 43 39 35.... 33 31 29 140 44 44 44 - 44 43,. 39 35 33 31., 29 150 56 1 56 52 47 43 39 35 33 31 29 150 41 41 41 41 41 39 35 33 31 29 160 - 53 53 51 46 42 39 35 33 31 29 160 39 39 39 39 39 39 35 33 31 29 170 50 50 50 45 41 38 35 33 31 29 170 36 36 36 36 36 36 - 35 33 31 29 100 75 65 55 49 43 39 .35 33 31.. 29 - 100 56- 56 55 49 43 39 - 35 33 31. 29 105 73 65 55 - 49 43 39 35 33 -31 29 105 54 54 54 49 43 39 35 33 31 29 110 70 65 55 49 1 43 39 35 1 33 31 29 110 52 52 52 49 43 39 35 33 31 29 120 64 64 54 48 43 39 35 33 31 29 120 47 47 47 47 43 39 35 33 31 29 Category Category D 130 60 60 53 47 43 39 35 33 31 29 D - 130 44 "44 44 44 43 39 35 33 31 29 140 55 55.- 52 46 42 39 35 33 31 29 40 41 41 41 41. 41 39 35 .33 31 29 150 52 52 50 46 42 39 35 33 31 29 [�l 50 38 38 38 38 38 38 35 33 31 29 160 49 49 49 45 41 38 35 33 31 29 60 36 36 363636 36 35 33 31 29 170 -46 46 46 44 40 37 35 33 31 29 70 33 33 33 33 33 33 33 33 31 29 Notes—see.page 1 I - Notes—see page I I _ Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers 5 -6- IronRidge June 16,2014 fronRidge June16,2014 Mr.David F.Taggart Page 7 of 11 Mr.DavidF.Taggart Page 11 of I 1 IronRidge XR 10 Rail,Roof Flush Mounting Svstent-Structural Analysis IronRidge XRIO Rail,Roof Flush Mounting System-Structural Analysis Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes-Tabulate[]values are based on the following criteria: XR10 Wind Ground Snow Load I. Building mean roof height=30 ft Rail Speed Exposure mph 0 psf .10 20 30 40 50 60 70 80 90 - 2. Risk Category I p -sf psf psf psf psf sf psf psf psf 3. Solar module long dimension=67.5'in ..100 59 - 59 55 .49 43 39 35 33_, 31 29 4. Provide 2 in,clear.betwecn roof and rail 105 56 56 55 49 43 39 35 33 31 29 5. End cantilever span(nlax)=0.40 x maximum span from above tables 110 54 54 54 49 43 39 35 33 31 29 - 6. No rail splices in end spans Category 120 49 49 49 49 43 39 35 33 31 29 7. No rail splices in middle 1/3 of interior spans 6 130 46 46 46 46 :.43 39 35 33 -31 29 8. Single simple span(s). Spans listed in the tables above may be multiplied by.1.08 for 140 42 42 42 42 42 39 35 33 31 29 continuous.rails of 3 or more spans. 150 40 40 40 40 -40." 39 "35 33 31 29 160 37 37 37 37 37 37 35 33 31 - 29 170 35 35 35 35 35' 35 35 33 31 29 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 50 50 50 49 43 39 35 33 31 29 in a workmanlike manner in accordance with the"IronRidge Roof Mount Installation Manual'by 105 48 48 48 48 43 39 35 33 31 29 IronRidge and generally accepted standards of construction.practice.Additional information is. 110 45 45 45 45 43 39 35 33 - 31 29 1 available at the fronRidge web site,IronRidge.com. Verification of PV Module capacity to support ' -'- 120 42 42 42 42'. 42 39 35 33- : 31 29 - the loads associated with the given array shall be the responsibility of the Contractor or Owner and Category 130 39 39 39 39. 39 39 35 ,33:. 31 29.. - - � not fronRidge or.Starling Madison I:ofqui§t. 140 36. 36 36 36 36 36 35 33 31 29 .. 150 33 1 33 33 33 33 33 33 33 31 29 160 31 31 31 31 31 31 31 31 31 29 - The adequacy of the supporting roof framing is to be determined byothers. _ _ - 170 29 29 29 29 29 29 29 29 29 29 100 46 46 46 46 43 39 35 33 31 29 - - 105 44 44 44. 44 : 43 39 35 33 31 29Please:feel free to contact me at your convenience if you have any questions. 110 42 - 42 42 42 42 1 39 35 33 31 29 120 38 - 38 - 38 38 38 38 35 33 - 31 29 Category 130 35 35 35 35 35 35 35 33 31 29 p Respectfully yours, 140 33 33 33 33 - 33 -33 33 33 31 29 -- - - 150 31 31 31 31 31 31 j 31 31 29 160 29 29 29 29 - 29 29 29 29 29 -RES J.170 27 27 27 27 27 27 - 27 27 27 WARNER - - Tres Warner,P.E. o CIVIL Notes-seepage I I Design Division Manager Uq�^/sT.. .. CSS/ONAL Starling:Madison I: fquist,Inc. "Consulting Structural and Forensic Engineers 'Starling Madison Lofquist,lne. Consulting Structural and Forensic Engineers E-Mount Lag I QM.SE - LAG E-Mount Lag Installation Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, ITEM - -' " drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. THIS EDGETOWARDS ROOF RIDGE NO DESCRIPTION ION OTY./BOx! I FLASHING,9"X 17'X.040'.5052,MILL I 2 OBLOCK,CLASSIC,A360.1 CAST AL MILL I 3 PLUG,SEALING.5/16"X 7/8".EPDM/IM SS 1 — .. 4 LAG SCREW,HEX HEAD,5/16'x 5-1/7',18.8 SS I 5 WASHER,FENDER,5/16"IDX I-1/4"OD,18-SSS I 1Nr/ +' M as 4 - _ RACKING COMPONENTS • .yam NOT INCLUDED fi -5 —r 3'bO Locate,choose,and mark centers of rafters to be Carefully liftcomposition roofshinglewith roofing Insert Flashing between 1st and 2nd course.Slide - mounted.Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of flashing is at least 314"higher. mounts will.be placed. .as.required.See"Proper Flashing Placement".on than the drip edge of the 3rd course and lower 45 next page. flashing edge is above the drip edge of l st course. 4 _ Mark center for drilling. 35 - 2 r °1> e 2771r _...,.._ Quick Mount PV ' TITLE:. _ . ,'> @^ • '#, . QMSE—LAG:QMPV E—MOUNT i AVAILABLE IN MILL,AND WITH LAG BOLT BRONZE ANODIZED FINISHES .. wwor6s SIZE o wry 11 Dim REV •. xa S _ 1 1 w„nw rwwvmr,rrr•w w, oep WIS nne e« r 0Fr ,xpe,ov"w+,u"r°,ta,.taion rwo Ep+' 1 [C Mu f t3 -.6 lE 10 WecM 5N , Lag (withchr—al)c�lp.citm,(lb,)in typical lumber: Using drill-with 7132"bit drill pilot hole into roof -Clean off any sawdust,and fill hole with sealant Slide the Flashing into position.Insert the rubber Lag Bolt Specifications and rafter,taking care to drill square to the roof. -compatible with roofing materials. plug into the 08lock cavity. Do not use mount as a drill guide.Drill should be speamr:oravuy 5n6"ahan per Ti—a depV, etcmanperrmreae xpin 'long style bit;aka'aircraft extension bit'to drill .. ... owubs�r.mRn .6n ]sa - - -zfifi - 1?a"'deep hole into rafter. DouOtaa Fir. Erge6 SPrup.Lodnopa Pin,(MSR 1650 rd hyh.n As 205 235 p p' Hom Fr a3 fi36 212 j Wnn FlrlNudh) 96 70.5 36 i • y'tiry` uoulM1orn P'ne .as S21 BIs. .. 2¢5 . (. SPnua Pnu Fn(E W 2nti p'I.dhghagd aMSRand MEL) ;50 i96 266 ,K„ f + s ' 5our<es.Amer<an Wool COurid,ND5200S I'ab1e 112 A,1133A b )' �' e,4 .- .• ,"' " I Z)ISeh NNdOSm1u'nsblleb e1 e1,l51Ct1r.1r eyulrld edg,d hsern6treuc tural rooliramber: - �" p' a,+ Quick• •.`®un1 • VP Slide the washer and the L-foot(not included)onto Using a 1/2 inch socket on an impact gun drive —\ RESPECT"THE ROOF the lag screw. the lag screw until the CIBlock stops rotating easily. DO NOT over-torque. 81 7.2.3-31 Sep-2014,Rev 1 -61 7.2.3-31 - Sep-2014,Rev t b3cusProduct Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY I �� 02 000 =•,-' == Shielded CATS _•.� u -�., .- _,.._... ..., ,.,. ._... .. IIIIISO 1000 INTERNET "�� A :„ �,> l f r •mil -il�•I�� 1 (1/�,� � _ ° .��� '� � � �.`•.- ��. `�' N; lneyLs Le.w tm%IA CEO COC `�'� �� • im�nunu�ea► a�P��'S'� ',t yfi �• � ELECTRICAL • • • • • • • • Al SERVICE ` `�; s • • • • ;;. _ �����r INVERTER(S) LGATE 120 PV ARRAY ;,75 ,. 1f�gy,(,, 1�11yIIIII --, • 4 �, DIMENSIONS SOCKET METER ff LOCUS ENERGY METER BASE COMM MODULE METER MODULE ... ' 6.95 in o The LGate 120 combines a reven ue-g I ade,soh d.state power meter with an advanced communications gateway. fir.'•^',� , .,,,_ 6 31 in ?here components work in conjunction to remotely monitor the performance of residential solar energy installation ,.y regardless-of panel or inverter type.The LGate'120 is a one-piece'completely under glass meter which installs ` easily using a standard socket base.Performance data is uploaded in near real-time to the Locus Energy SolarOS monitoring platform which provides a suite of tools and analytics for asset managers. � 6 5.4 i in 7.30 in DATA COLLECTION ._....._.._...___ -_...... AC energy data is collected by the meter and passed to the communications module.Additional system performance data can be collected directly from nnetecrologlcal sensors and supported inverters via available RS-485 orZi9bee _ connections.All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SPECIFICATIONS. ' SolarNOC,platforms.: rOwn Process., ARM9 ernbetlded CPU Accuracy ANSI 1220(Class 0.2%) IDS ..us.o v.st.,c r UP-2.6,OTA`firmware updates VORage Input, 120-CNC VAC NETWORK CONNECTIVITY - Memn,Y. 128 ME RAM M.Cu,r ill11 rt 200A . Service Type Sngle ohase,GO Hz The communications gateway inside the LGaie 120 supports plug and play connectivity through a cellular Display LCD.—'an or available' socket Type 2S Ethernet network connection.Once the unit is installed and powered on it will immediately begin transmitting data : . - without any configuration.For maximum reliability,the corn munoations gatewav will automatically:route Uploads =_nt:1—e - NEMA 3R Type 'between the wireless and wired connections if either of the networks are unavailable. weight ao=. ANSI 2.20da.0.2% -' Dinlensi.ns 6.95".6.5"z 7.3" FCC Part 6B _nvlronment -20.60C.all-weather PTCRB t we—ty Spit limited warranty, AT&T Carrier Compliance FEATURES - - - • ANSI C12.20 power meter -'Easy,low cost installation • ' '• ' • RS-485 and Zigbee inputs Doesn't require entrance into the building Mae.I Nano« LGal.t2oace LG-120-3ey LGato120.1Gz Celluldr 3G GSM ✓ ✓ ✓ • GSM cellular or Ethernet connectivity Plug and play activation Rs-4e52 and 4 wire ✓ • Over the airflrmware updates LCD display - - Moabna, ✓ -' Ethernet RJ-45'10/100,0MCP/Static ✓ ' Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp Application : Single meter position ,r6'? Receive ANSI C12.10 watthour meters • Surface or flush mount(see chart) I�iYii1�J ' Construction all F-Flush Mount 1W't4 • •,- ` - Ring type - IUI 204 MS68-2"Conduit Hub ZA_y4, t�• n Type IUI 207 MS68A-MS73+MS68 •ANSI 6T a3 Ecoat finish uL 4F 21A"-2" Plh'.I • gray 927 MS73-AL Screw Type Ring 4G=2�Af 2 1h'-IU' r ' a •Aluminum snap ring included SF-Semi flush Mount Top Provision See Chan a n+{'� SS-Stainless Steel _ r-.- Standards Accessories .,... - `•'` � UL 414 Listed 51h Jaw Kit-50365 •ANSI C12.7 200A Triplex Ground-ET8200 -Knockout Layouts - 011(closed) U204(open) � •AW Hub n/UPC - Catalog Amp - S.M.- e c coo - - Fig:1 NIFig.Y Number Number Arcg. Jews in Type A..., Limi Led Neutral '---Top P ov swn Top Provision 70205142000 011 125- 4 10/3W OH/lIG 814-2/0 � 114 2/0 814�2/0- °"" s 78205142040 011F 125 4 .10/3W OH/LIG: N14-210- N14-7/0 X14-2/0 -- 78205142045 011 MS73 _ 125 4 10/3W •OH/UG -014-2/0 _ 814-2/0- 014.2/0 _\ 7820514205g Ott SF 125 4 10/3W OH1UG A14-2l0 N14-2/0 810-2/0 78205144030 927 � 100 7. 30/4W' - OH/UG -' -'114-1/0 XI4-1/0 N14.2/0: : � I 18205156000 204� 200 4- 10/3W OH N6-250MCNI 16-250MCM- 06-350MCNI �� .0 `18205156020 204 F- - 200 " 4 10/34V OH 46-250MCM 86-250MCM N6-350MCM' - 79205156030 204 FMS73w 200 4 10/3W OH 16-250MCM 6-250MCM 16.350MCM 78205156040 204MS68 200 4 1D/3W OH � 86-250MCM N6=250MCM� 86.350MC61. _ _ _. O 78205156035 204 MS68A 200 4 10/3W OH 86.250Mf,M X6.250MCM X6.350ML'M - 78205108490 2M MS73 200 4 10/3W LL OH 56-250MCM 86 250MCM : 86-350MCM j -dF 78205156005 U204 200 4 1013W UG X6.250MCM 16-25010CM 86-350MCM I 4p ._ 4F, 4F 78205156045 U2D4 F 200 4 _ 10/3W UG, d6-250MCM,..,86-250MCM 86-350MCM .. .. i 4F .. - 78205156060 0204F MS73 200 4 10/3W LIG 86-250MCM A-250MCM 86-350MCN4 - ma �.O 1A 78205156070 U204 MS73 200;. 4 : 10/3W UG'' �� d6-250MCM N6-250MCM 86.350MCM 78205156140 U207 200 7 3014W OH/UG N6.250MCM A-250MCM 86-250MCM 78205156170 U207F 200 7 30/4W _ UG 86-250MCM 86-250MCM 86-250MCM I - - 78205156180 U207 MS73 200 7 30/4W OH/UG 6-250MCM 86-250MCM. X6.250MCM PartjU Catalog. ov Il oimanmons Top .K-1vait (_ - -- - - . Number Number Height Width Depth Provision Layout ( Fig.3 Fig.4 78205142040 011 - - 12" 8 4/s" -'m Hub Top Provision 78205142040 011 F 12' A" 4 h" Z"jnas KO Fig..1: _ ` �� ' 78205142045 011 MS73 _ 12"' 8"' 4/a" AW Hub Fig:-1 Top Provision 78205142050 -011 SF 12' B" ON' 2"max KO Fig.T - - - 78205144030 927 17'. 8" - 4°/a' AW Hub Fig.1 - 78205156000 204 15' B" - 41/a" AW Hub Fig.-2 178205156020 204 F w' -,6.,- - 2 max KO _ Fig:2 78205156030 204F MS73 15" 8' 6 2 max KO Fig.2 _ \1 78205156040 204 MS68- 15" 8' 4 r" AW/2 Hub Fig.2 i' 4F -' �'78205156035 204 MS68A 15" 8' 4'/a" AW/2"Hub Fig.2 78205108490 204 MS73 „ 15" ....B", 45 t_ 1 ,. None Fig.2 78205156005 U2U4 - 15"- .12" 4/,1" None Fig,3 78205156045 U2114 F - 15' 12" 6" (2)2"max KO Fig.3 aF j aG �'78205156060 U204 F MS73. 15" :12" 6" V None Fig.3 - C 4F W.,":. ! - '. ���78205156070_:..U204 MS73 - 15"- 12'; _ -4/n" Noire� � Fi.3„� - � '' % � /-'' 782051 SA140 U207 1B'" 12.' 5" AW Hub Fi�.4 - �. i `�--' J Ali,Note: , 78205156170 -U207 F 18"' 12"� 5" 2/''Ina.KO. rig.4 For short c rcu t current - 4G \1 W i' 4G' �2A - .. .. .. ... - 78205156180 U707 MS73 18'. 12' S": AW Hub Fig:4 ratings see page 131. B-Line Data subject to change without notice.Consult local y for a ea acceptance All di nchos Data subject to change without once.Consult local utility for a ap[ance All d mansions ere n nehaa g-Llne an,ara by F-T+IY Meter Mounting Equipment Meter Mounting Equipment s 6 4v B:T•W D ENERGY October 22"d,2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 25 CL200 and-16S:CI320 socket meters,respectively.Each of these meters was certified to the _ ANSI,C12.20(class 0.2%)standard by Underwriters Laboratory on June 7,2013 as part of the Vision - Meter family(Project Number 12CA71134,Job Number 1001541515,and Report Number R12CA71134- - ANSI C12.20.is currently recognized as the industry:standard for electrical socket meters in both utility and PV monitoring applications.These tests cover both meter accuracy as well as several safety - standards including electrical and environmental safety,as well as resistance to various types of mechanical shock. As electrical socket meters are generally installed and maintained by trained and certified professionals,rather than consumers,they do not fit the typical criteria for additional types of UL or IEC certification. If you have any further questions regarding the product certification of any Locus Energy LGate-branded device,please contact us at supoort0locusenerev.com The Locus.Energy Team . Locus Energy,LLC -locusenergy.com Classic Conduit Composition Mount QMCC Classic Conduit Mounting Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,1 tube of appropriate sealant,drill with ..._.__...... ........:. .,..-..__.. .._.. ._. ..._ .._ _ 1/8"bit,drill or impact gun with 7/16"deep socket. ITEM NO. DESCRIPTION OTY. • THIS EDGE TOWARDS ROOF RIDGE F�� FLASHING,9"x l2'x.040".5Q52,MILL06LOCK,.CONDUli.S/16".6061:T6.MI LLWASHER,SEALING.1/4'ID X 7/8"OD,EPDM BONDED 4 LAG SCREW,HEX HEAD,1/4"x'2-1/7',IMSS I I1�3 O 'I�ul' 11AAVAILABLE IN MILL,CLEAR ANODIZED. ' -a+j AND BRONZE ANODIZED FINISHES. 12.0 1 CONDUIT CLAMP1.3 NOT/NCLUDE 2.3 Choose placement of conduit mounts along path Lift composition roof tile with roofing bar,just Slide conduit mount into desired position.Remove' 2.5 of conduit Select location overcen[er .of rafter. above placement of conduit mount any nails that conflict with getting the mount Flush 3 with front edge of shingle course.Mark cernter for ® - drilling. 9.0 .79 ... 4e Chu ick Mount PV` TITLE: ka —�— QMCC:CLASSIC CONDUIT COMPOSITION MOUNT -' t r i ,. SILE NAW-1 RAD REV s eAciorl.,,re A -ogle v/s47—w 4 - r ...- - ;p,�a. ,,,,„,�.„.e,,.a .„, p,.,...,,v .5,...er... r•:...�•<, -„°�o I'..Iz., c,.lr ......• :xrn art _ ... Using drill with 1/e"long bit drill pilot hole into Glean off any sawdust and fill hole with roof Lift shingle and slide conduit mount into place. s 4 3 2 'I roof and rafter,taking care to drill square to the .manufacturer's approved sealant. Prepare lag bolt with sealing washer and single hole roof. clamp(not included)as shown.Insert lag through hole in block and position clamp over conduit. Lag-Bolt Specifications sp�,ca.in ++a•awn Por t ya-mrayd aepin 1.4 anax par 1-lh—d eePth Oou0laa Fe,La,d1 50 393 225 / DoaV as fu South - 46 J53 302 EIgOL,mn.Spmca,lodBepda Pisa(MSR 1850 f 8 Nplro 1 46 353 ....303- f .... ....._ __—_ -..... ._.__..__ ._. ... _.__....__.._........_ ...._..... ^_ _ ._.......__. Merr F r 43 313 179 ttt e teem.Fir r—N .ce 353 _. - SmrtnomPna .55 455 — �. 1 Sp,vc P' F .42 .__.�]01�__..__ 113 a _ { 1 Sryue P" iE I:,Ndun pal aeN l,gha,grades of MSR--seLI Sour es Amer can Wood CouncI ND57005 Table 111 A,11.33A Notes: 1)Th,eadmu:tbeembeddedinarafterorolhelnmctvlalrmfinembec Insert lag through hole.in block and position z)See IBC fol required adge distances. clamp over conduit.Using drill with 7/16"socket IMPORTANT:Tomaintain waterproofing it is imp-,,t1hat thealuminum flashing(item 1)1sproperty placed underone fullcmrseabovethe mounting blockwithat least n—fthe - - drive lag until block is tight. flashingextendingupuMerthecourseaboveth l.,a ll—nan,ni,.—har4 quick Mount PV� Quick Mount lF V - 925-478-8269•www.quickmountpv.com a.info@quickmountpv.com RESPECT THE Roof:. - 2700 Mitchell Dr.,Bldg 2•Walnut Creek,CA 94598 BI 7.2.3-8 Aug-2014,Rev 4 BI 7.2.3-8 9 Aug-2014,Rev 4' 02013 by Quick Mount PV.All rights reserved. dla 0 Town of Barnstable *Permit# Expires 6 months from issue date Regulatory Semices Fee - * BAMSTABM Thomas F.Geiler,Director ' ° �� X-PRESS PERMIT Building Division ca `c�zf:ltL Tom Perry,CBO, Building Commissioner O C T 16 2012 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 () � EXPRESS PERMIT APPLICATION - RESIDEN AL�()�/& i Not Valid without Red X-Press Imprint Map/parcel Number An+n I, 2— Property Address A �7 �Wesidential Value of Work Minimum'fee of$35.00 for work under$6000.00 Owner's Name&Address fAA)ar-,4 ' V(P S tuz o nn n d Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) 169 "L s b Construction Supervisor's License#(if applicable) l 02 2 1�6 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ jAn the Homeowner EV have Worker's Compensation Insurance. Insurance Company Name I=e ! e i , Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris mill be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) �Re-.side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows *Where required: Issuance of this permit does not exempt compliance with other town.department regulations,i.e.Historic,Conservation,eta ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: C:\Users\decollikWppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 07211.0 i r . INE • snxxsrnsIX • 3 9. Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 . Property Owner Must Complete and Sign This Section If-Using A Builder I. !2-4U�/�� 'JP 6 ', , as Owner of the subject property hereby authorize a,K tt't to act on my.behalf,, in all matters relative to work authorized by this.building permit application for: (Ad ss of Job) S' ture Owner ate Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 Building Department ComplainVInquiry Report Dace: 6r Rec'd by: Assessor's No.: Complaint Name: ` Location _ ` � - Address: _ .._.�... Originator Name- Street• State: Zip: Telephone:D/E Complaint Description Inquiry Description: For Office Use Only Inspector's Action/Comments Dace: '' 7 G Inspector. ��-- �� e 3 _ 7 Follow-up Action Additional Info.Atiaclied CopyDioibi don. alike-Depa=eatFile .Yellow-Inspector Fink-Inspector(Rcwm to Office Afanagrr) P�OFTRE?O�i TOWN , OF BARNSTABLE BARNSTABLE, • 39- am BUILDIN6 INSPECTOR APPLICATION FOR PERMIT TO .....&"J ..4,w l ......................................... TYPE OF CONSTRUCTION .................A-4 A ...exA.n1&-7............................................................................. ...........................xf ...............19.7 - TO THE INSPECTOR OF BUILDINGS: 6 The undersigned hereby applies for a permit according to the following information: .........e4ATOR.............0%................. Location .... ......1.11MR-0.044� ......3. Proposed Use ...... 1114V .............................................................................. 7.... 'e . . ......................... Zoning District ............1F.je...................................................Fire District Name of Owner Avoamz.,5.7 C ..........Address ..AOU ....PA.I jemx....G10"a N.M. 1,05 A/..t./-.0. Name of Builder .................... ............................Address ......................f, 0�4-�- .... ......................................... - Name of Architect .................... IrKx 4 ............................Address......................:. PL.-�.......................................... ie Number of Rooms ...............4..............................................Foundation Exterior — ..........................Roofing ...... .................................................. Floors �/,O./,V,/,..4-409ta.... ..................Interior ......... H e a t i n g 4( Oex�� ... ..................................................Plumbing ........ ...............6. r1l....................................... Fireplace ................ P1101....... !.................................Approximate Cost ....... .............................. Difinitive Plan Approved by Planning Board ---------- ----------- Diagram of Lot and Building with Dimensions s9EA /--/c-/_W /?04 0 U) LGf 0 Ln Cr- Lij Z CD (D LM I— wb C) t. U-1 C) tJ a_ Lai 0 0 CO >- W. ul IAJ Uj 'A-J �2 Ak kh 7 (D CL 0 z 6-- U-1 (n I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name /c�---4.......400z�- - ".4"tA.0............... < ` Norxmsst Homes, Inc. } l Il�v27 one Story . No ---�—�—.. Permit for ----..� ..........sin ' le --..������ -�����amily _--___-� -----' r1kJ �� Location .......... .................................Centerville ' ' \ . . ' .---`----,.------------^---- [^wner ----. .Homesv_Irc�___.. � . Type of Construction --- ------- -~ _....-.-..-...-----.-...-_-_----.. \ i ^ l p �ln�Plot -----.---- Lot ---..��°��---- � . � January ' � 27 72 | Permit Granted ........................................ | / Date of Inspection ------------lV ; Dote Completed ��- lQ . --..��--�,-----. , , � ������ ������� � | - -----_---------------' 19 [ �� -------.--.-----------.---.-... ----'---'—'--------^--'------ ^ -^-^--^-----''^''^^^^''^^'-^^'-'-`—''-^ | � '-~^-'-~'~'^~^^---'---^^-~-'--~^- Approved ................................................. 19 \ . . . ' -------.-.----~.~..,.,----.-.-.. / . ___________._________,_,,,._,, � ! ` `