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24A-030 (11) SOLAR PANEL INSTALLATION NIBP-2018-00170 GIs#: COMMONWEALTH OF MASSACHUSETTS MJS-2018-000232 CITY OF NORTHAMPTON Map:Block:Lot PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit:Building DO NOT HAVE ACCESS TO THE GUARANTY FUND(MGL c.I 42A) BUILDING PERMIT. Permit# MBP-2018-00170 ProJect# MIS-2018-000232 Est. Cost:26421 Fee:75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: ALL ENERGY SOLAR HIC - 175144 CSL - 109847 SCOTT FOURNIER Lot Size(sq. ft.): Owner: JERELYN PARKER Zoning:URA Applicant. ALL ENERGY SOLAR AT. SOLAR PANEL INSTALLATION Applicant Address: Phone: Insurance: 159 FRONT ST CPS2123510 CHICOPEE,MA 01013 ISSUED ON. 0811612017 TO PERFORM THE FOLLOWING WORK: INSTALL 131 395W ROOF MOUNTED SOLAR PANELS - 5.135KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke• Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. .Certificate ofOccupancy Signature: FeeType• Date Paid: Amount: Check Number: Solar 08/16/2017 75 11534 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner _ inn Department use only City of Northampton status of permit: Building Department Curia Ca riveway Permit 212 Main Street Sevv'er/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATIOPop - Ao I-- t r7 0 1.1 Property Address: This section to be completed by office 78 Ridgewood Terrace,Northampton,MA 01060 Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Jerelyn Parker 78 Ridgewood Ter,Northampton,MA 01060 Name(Print) Current Mailing Address: (415)548-0375 Telephone Signature 2.2 Authorized Agent: All Energy Solar 159 Front Street,Chicopee,MA 01013 Name nt) Current Mailing Address: (413)461-7621 S ature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $21,137 (a)Building Permit Fee 2. Electrical $5,284 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection 6. Total=(1 +2+3+4+5) $26,421 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature` Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage % {Lot area minus bldg&paved parking) #of Parking Spaces I Fill: volume&Location) I A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO G) DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DON'T KNOW 0 YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO D DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO c # IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO G IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) Now House F__J Addition n Replacement Windows �Alteration(s) F__J Roofing ❑ ..w Or Doors 171 Accessory Bldg. El Demolition 0 New Signs [0) Decks [0 Siding[0] Other fMo Solar Brief Description of Proposed Work: Install of 13,395W roof mounted solar panels with a system size of 5 135k Alteration of existing bedroom—Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If Now house and or addition to existing housing, complete the followina a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain—Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? —Yes No. 1. Septic Tank_ City Sewer Private well. City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Ll V-1 m en as Owner of the subject property hereby authorize 't to act on my behalf,in alf matteraiAltitive to work authorized by this building permit application. Signature of Owner Date as Owner/Authorized Agen't"hereby declare that the statements and inforfn"ation on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Namp VAII 7 Sig tura—of_o_Ze_r/Ag ent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Sup—er-Aso Not Applicable 0 Name of License Hold* Scott Fournier CS-109847 License Number 67 Pearl Street,South Hadley,MA 01075 12-04-2019 Address Expiration Date 4 (413)404-3297 Signature Telephone 9.ReAister-ed Home Improvement Contractor: Not Applicable 0 All Energy Solar Inc 175144 Company Name Registration Number 159 Front Street,Chicopee,MA 01013 04/24/2019 Address Expiration Date Telephone (413)461-7621 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application.Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... §0 No...... 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 7$0. Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction SuRerviso your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.govldia V Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business ChsanizationJudividual):All Energy Solar Address: 159 Front Street City/State/Zip: Chicopee, MA 01013 Phone :413461-7621 Are von an employer?Check the appropriate box: Tvpe of project(required): 1.0 I ant a employer with 57 employees(full and'or pair-tithe).* 7. 0 New construction 2.01 ani a sole proprietor or partnership and have no employees working for the lit t3. Reriiodelino any capacity.[No workers'comp.insurance required.] 9. ❑Demolition ;.a I ain a homeowner dome A work myself.[No workers'comp.itisurance requtired.]' 10 Q Building addition 4_❑I atu a homeowner and will be hirnig contractors to conduct all work oil lily property. l will ensure that all contractors either have workers'conilmisation insurance or are sole 11.Q Electrical repairs or additions proprietors t47di no employees. 12.❑Phuubing repairs or additions 5.❑1 atn a general contractor and I have hired die sub-contractors listed ori the attached sheet. 13.❑Roof repairs Riese sub-contractors have employees and have workers`coni}).insurance. 1-t.[Z]Other Solar 6.[—]\Lye are a corporation and its officers have exercised their tight of exeruption per MGL c. 1521.a 1(4).and we have no eniployees.[No workers'coup.nisurauce regiured.] *_Any applicant that checks box#1 nmst also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affida-it indicatitig they are doing all work and then hire outside contractors must subnrit a new affidavit indicating such. 'Contractors that check this box must attached an additional sheet showing the Baine of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees.they mast provide their workers'cotup.policy mtmbet. I ann an employer that is providing workers'compensation insurance for ttny etntplol'ees. Be/ow is the policy acrd,job site infornnation. Insurance Cariipany Name:Indemnity Insurance Co. of North America Policy#or Self-ins.Li,. #: C49259001 Expiration Date: 10/1/2017 Job Site Address: 78 Ridgewood Ter Citv�State'Zip: Northampton, MA 01060 Attach a copy of the workers'compensation police declaration page(shoeing the policy number and expiration date). Failure to secure coverage as required udder MGL c. 152. §25A is a cuiriiinal violation ptuiisliable by a fitre up to S 1-500,00 and,or one-rear fit4wisontiient.as well as ci-vil penalties ill the form of a STOP WORK ORDER and a file of up to$210.00 a day against the violator. A copy of this statement may be fotAvarded to the Office of Investigations of the DIA for irtsurance coverage verification. I do hereby certify under the ,.,paints andpenalties ofperjury drat the information provided above is true and correct. tu Signare: /�l � I Date: 8/10/17 Phone :413-461-7621 Official use only. Do not write in this area,to be completed by cio,or town offncial. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: AC40REPDATECERTIFICATE OF LIABILITY INSURANCE 4/2/2017 °°" ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Hudson Insurance Agency PHONEa 744 Ryan Drive Ste 101 MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC 0 Hudson WI 54016 INSURER A: Scottsdale Insurance Company 41297 INSURED INSURER 8: All Energy Solar Inc INSURER C: INSURER D: 153-159 Front St Floor building#A1 INSURER E: Chicopee MA 01013 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDLSUBF POLICY EFF POLICY EXP POLICY NUMBER MMIDDrfYYY) (MM1DDlYYYY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 3,000,000 ✓ COMMERCIAL GENERAL LIABILITY `100,000 PREMISES Ea occurrence $ _ CLAIMS-MADE El OCCUR MED EXP An one person) $ 5,000 T A CPS2591111 03/2612017 03(2$1201$ PERSONAL&ADV INJURY $ 3,000,000 GENERAL AGGREGATE $ 3,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 3,000,000 ✓ POLICY rl JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED AUTOS AUTOS BODILY INJURY Per accident $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident H r--1UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB I CLAIMS-MAD AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY Y/NLIMIS ER ANY OFFICER/MEMBER EXCLUDED?ARTNER/EXECUTtV .�, i N/A u E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYT$ It yyes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LtMi $ DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. CITY OF NORTHAMPTON 212 MAIN STREET NORTHAMPTON,MA 01060 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD R E n G I n E E R S VSE Project Number:U1991-0202-171 August 9,2017 All Energy Solar ATTENTION:Brian Allen 1642 Carroll Ave St Paul,MN 55104 REFERENCE: Jerelyn and Kyle Parker Residence:78 Ridgewood Terrace,Northampton,MA 01060 Solar Array Installation To Whom It May Concern: We have reviewed the documents and photographs provided by All Energy Solar relating to the installation of the solar array at the above-referenced site.Based upon our review,it is our conclusion that the installation of the solar array on this existing roof will not adversely affect this structure. It is our understanding that the structural components of the existing roof framing are in good condition and free of damage. The design of the solar panel racking(mounts,rails, etc.) is by the manufacturer or contractor.Please note a representative of Vector Structural Engineering has not physically observed the roof framing. Design Parameters Code:Massachusetts State Building Code(780 CMR Chapter 16,8th Edition(2009 IBC)} Occupancy Category:11 Design wind speed:90 mph (3-sec gust)per ASCE 7-05 Wind exposure category:C Ground snow load: 40 psf Existing Roof Structure Roof structure:2x6 rafters@7a 18"O.C. Roofing material:composite shingles Roof slope:44° Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.36"O.C.along rails Conclusions Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight of the solar array is 3 psf or less. In the area of the solar array, other live loads will not be present or will be greatly reduced. Regarding snow loads,because the panels are slippery and unobstructed, effective snow loads will be reduced in the area of the solar array. The gravity loads in the area of the solar array are decreased; thus, the stresses of the structural elements are decreased. Therefore, the requirements of Section 707.4 of the 2009 IEBC as referenced in 780 CMR Chapter 34, 8th Edition are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number: U1991-0202-171 Jerelyn And Kyle Parker Residence 8!9/2017 E f-1 G I n E E R S The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case.The connections to the existing roof shall be spaced at 36"maximum. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters, and solar panel configuration match the description of the span tables. Electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC 'AM OF ROGER T. A VI 08/09/2017 Roger Alworth,P.E. MA License:47740-Expires:06/30/2018 Principal Enclosures RTA/abm 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775 i F(801)990-1776/www.vectorse.com W �.. 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ED4731 N Z Z m Z 4 Z 7. O d W 5 g ? 0 � w Z W o N W 0 u x i r 0 LUK a `b j g � Ul d O W tu LL a s 3 m w r w n N < r n W Z ❑ � ; z o � � N o w a z W N Q. J J w Q W 2 U r Q cc ca m a O Ch 10 V z g N g N o Q w R a N ❑ Y N N N N U • a-+ a a z � Z m r is Wya m w �_ z z w z U W77 4- 2 U' w a m Z Z � W LL 5 00 rr. -_ - - I (0 LGInnovation for Life's Good Better • it • LG 'NeOI' ""2 72cett M,REM LG's new module,LG NeONr"2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires to 72 celtenhance power output and reliability.LG NeONr 2 pVE C us demonstrates LG's efforts to increase custorner's value lntertek C beyond efficiency.it features enhanced warranty,durability, performance under real environment,and aesthetic design suitable for roofs. Enhanced Performance Warranty got High Power Output LG NeON"2 has an enhanced performance warranty. Compared with previous modals,the LG NeON'"'2 The annual degradation has fallen from-0_6%/yr to has been designed to significantly enhance its output -0.55%lyr.Even after 25 years,the cell guarantees'I.2%p efficiency,thereby making it effir,.ient even in hniitnd Spare more output than the previous LG NeONT"2 modutes. Aesthetic Roof Outstanding Durability LG NeON'"2 has been designed with aesthetics in Hund; With its newly reinforced frame design,LG has extended thinner wires that appear all black at a distance. the warranty of the LG NeON"2 for an additional The product:may help increase the value of 2 years.Additionally,LG NeON'"^2 can endure a front a property with its modern design. load up to 5400 Pa,and a rear load up to 4300 Pa. � Better Performance on a Sunny Day Double-Sided Cell Structure"" LG NeON' 2 now performs better on sunny days thanks The rear of the cell used in LG NeON"2 will contribute to to its improved temperature coefficiency. generation,just like the front,the light beam reflected from L the rear of the modale is reabsorbed to generate a great amount of additional power: About LG Electronics lG tiectromcs is a global p'aye,who fibs been rommitt,,d to expanding its operation�,viii,the softer market, 1),company fkr�,r embarked oo a sola e nergy s.u„�_ c.,ea r h pro, LG Group`s vast experie a-e in the.serni-eonductor,LCD,chefni<try,and n aterials Industries.Irk 201(),IG Sola skl ce"idly reie,)wd t ,3tnc, is 3' cmmlrie�,Fhe LG IxON" (nrev(tu,Ip r norm as Mona Kn,Nt 0N)and the I G NeoN 2 t,von;.he 20 13,r 7 1401 5,-Iii, der, n3.«tPI,L, a,i; is✓at.lr a crrcr ..-rt to the i d,Mry. Mechanical Properties Electrical Properties(STC*) Cells 6>0 2 Module 41 OW 405W 400W 395W Cell Vendor LG Maximum Power(Pmax) 410 405 400 39S Cell Type _ .----_--_-...-__.----Mono crystalline/N:type __.-._ MPP Voltage(Vmpp) 41.4 41.0 40.6 40.2 Cell Dimensions 1613 x 161.7 ruin/6 inches MPP Current(Impp) 991 9 89 9.86 9.83 a of Busbar 12 (:Multi Wire Busbar Oen Circuit Voltage(Voc) 49.5 49.4 49.3 492 Dimensions(L x W x H) 2024 x 1024 x 40 mm Short Circuit Current(Isc) 10.55 10.51 10,47, 10.43 79.69 x 40.31 x 1.57 Inch Module Efficiency 19.8 19.5 19.3 19.1 Front Load 5400Pa Operating Temperature -40 +90 Near Load 4300Pa Maximum System Voltage 1500(UL) Weight 21.7 kg Maximum Series Fuse Rating 20 Connector Type MC4 Power Tolerance(%) 0-3 Junction Box IP68 with 3 Bypass Diodes IM,StandwilTsst Co O co„)kradiai«leDD Ar be,i T 2,,,_ac, °, c,AM,S Cables 1200 rnrrt x 2 ea e, n rl u s oa ,c r: 7 t y l.c e e l oa un Glass High Transmission Tempered Glass Frame Anodized Alurniniurn Electrical Properties(NOCT*) Certifications and Warranty Module 410W 405W 400W 395W Certifications IE o 1 215,ICC 61730 1/-2 Maximum Power(Pmax) 304 300 296 293 MPP Voltage Vm 383 38.0 37.6 37.2 IEC 61701(Salt mist r o-,)cion tf stl- - MPP Current(Impp) 7.92 7,91 7.88 7.86 IEC 62716(Ammonia t of o osion tetit) Open Circuit Voltage(Voc) 463 26.2 46.1 46,0 150900i Short Circuit Current(Isc) 8.47 8214 8.41 8.38 Module Fire Performance(USA) Type I 80016 ,t,.ii. r ,tr.z__2r e..iiid,;­a to;)s Fire Rating(CANADA) Class C(ULC/ORD f 1 703) _ __..-_..... Product Warranty, 12 years Output Warranty of Pmax Linear warranty** Dimensions (mm/in) "i11,iyear 93 ii.2)Ager2r 1 year:0 5S annual diq,id tr s i)2S ye.r 31.8%. f Temperature CharacteristicsLJL__ NOCT 15 t 3"C Pmpp -0,36/;/'C Voc -0.26 ib1 >u•>,„ Isc 0.02%/°C •. r - -- - '- Characteristic Curves o. 1000w ,� �� -'-� e00w z _._.__..-....40OW I it � 11 r i I L/� North America,olar Bus;,eSs Tears � Prutlud sEeeit'ir sbnn�a,,.r subject 2v change without notis.c. G LG Electronics USA,In Life's Good 1000 Sylvan Ave,Euglewt)d Cliffs,N J 076 3 Copyright CJ 201 7 L6 Electronics.Ali i hts reserved. innovation Por a Better Life Contact:iq.soiar(a tge.mrr 0110 1 1201 7 www.igsolar)sa,mm ���� solar=* e SolarEdge Single Phase Inverters For North America SE300OA-US/ SE380OA-US / SE5000A-US/ SE600OA-US / SE760OA-US/ SE10000A-US/ SE1140OA-US G 4 The best choice for SolarEdge enabled systems - Integrated arc fault protection for NEC 2011690.11 compliance - Rapid shutdown for NEC 2014690.12 — Superior efficiency(98%) - Small,lightweight and easy to install on provided bracket — Built-in module-level monitoring — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us r ,� i :� Single Phase Inverters for North America solaeSE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE1140OA-US S ' US 5Ei000AUS SE11400A USS300A-UlSE5000AUS 1 SE600OA-US OUTPUT 9980 @ 208V T_ Nominal AC Power Output 3000 3800 5000 6000 7600 i 11400 VA _...,,. ! 10000 Max.AC Power Output 3300 4150 5400 @ 20$V 6000 8350 10$00 @ 208V i 12000 VA ...i. :.5454 @240V j... .. i 109SQ�240V .. .......-.. AC Output Voltage Min.-Nom.-Max.") ,83-20$ 229 Vac _...,... ,... ...,, AC Output Voltage Min:Nom.-Max.'j' ! ✓ f / 211-240 264 Vac _. AC Frequency Mm,Nom_Max."i5 Hz 59 3 60-60. Max.Continuous Output Current 12,5 1 16 24 @ 208V 1 25 32 48 @ 208V47.5 A .,.....I._.42.@-240V.._t....,. .,._ ! GFDI Threshold ; ]. A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes �v _ INPUT _ Maximum DC Power(STC) i 4050 5100 6750 8100 W 10250 13500 15350 W Transformer-less,Ungrounded .,_..i Yes _._.. .. ...... Max Input Voltage. 500 .. Vdc. Nam.DC Input Voltage 325 @ 208V J 350 @ 240V Vdc 1, 165 @ 208V 33 @ 208V Max.InputCurrenti`i 9,5 13 18 23 34.5 Adc Adc Max.Input Short Circuit Current 45 Reverse-Polarity Protection Y . es Ground-Fault Isolation Detection 1600ks Sensitivity .., Maximum Inverter Efficiency. 97,,7 98.2 98,31 1 983 i 98 98 98 % CEC Weighted Efficiency 97.5 98 97 @ 20$V 97.5 j 97.5 97 @ 208V 97.5 98 @ 240V 97.5 @ 240V !.. .... Nighttime Power Consumption <25 `a ..W ADDITIONAL FEATURES Supported Communication Interfaces 1 RS485 RS232 Ethernet ZigSee(optiona1) Revenue Grade Data,ANSI 012.1 P O ttonai{ Rapid Shutdown—NEC 2014 690.12 iYes STANDARD COMPLIANCE Safety_ fety UL1741,UL1699B UL1998 CSA 22,2,. ......,, ........... .. .. ....... .. ..... ,......... ...,...... .,. ., ., ...,.,.... ...,....... , , i..... ..... Grid Connection Standards _,IEEE1547 ............... .. Emissions _. _ ......_.___ FCC part15class g__. INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4 minimum j 16-6 AWG 3/4"minimum J 8-3 AWG DC input*con dui' onduit size J iiof stringsJ 3/4"minimum/1-3 strings/ 1 AWG rar ge,,, ... 3/4"minimum/1-2 strings/16-6 AWGAWG _., ........ i ............. ..... ...... .....,,,..,,. ...,. .- 14 6. Dimensions with Safety Switch in J 30.5 x 12.5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5 J ? LNxWxD). .............. ........_., .... ......... 75 315x2 mm .,, 7 Weight with Safety Switch 51.2/23.2 54.7/243 88x.4/40.1 Ib/kg .............. _................................... Natural convection j Cooling Natural Convection and internal Fans(user replaceable) flan(user replaceable) Noise <25 <50 dBA Min:Max.Operating Temperature -13 to+140 J-25 to+60(-40 to+60 version available'"') "E 1"C Range ' ......,... Protection Rating NEMA 3R For other regional settings please contact Solarldge support. A higher current source may be used;the Inverter will limit its input current to the values stated. Revenue grade inverter P/N:SExxxxA-US000NNR2(for 760OW invertecSE7600A-U5002NNR2), -40 version P/N:SExxxxA-US000NNU4(for 760OW inverterSE7600A-US002NNU4)- �SU(-15PEC r OHS F Q SolarEdge,Technologies,Inc.All rights rpserved,SGLAREDGE,the SplarEdger logo,OPTIMIZED BY SOLAREDGE SOlar - • • z SolarEdge Power Optimizer Module Add-On For North America P300 / P320 / P370 / P400 / P405 • • m 25 �{ Y PV power optimization at the module-level Up to 25%more energy Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety SA CAN ADA Gep .A.NY i� v rHA? ..::,QPAN-CHINA AJSTRA,IA TH E N E THFR!AN DS-i v, ISRAF i 1JRKEY ��.0-ti,jA C 6UL�ARIP i^i 0'.`s b'W'h'.SO'RfE dpP.0 Solar=Ig SolarEdge Power Optimizer Module Add-On for North America P300/ P320/ P370/ P400/ P405 P300 P320 l- P370 P400 P405 (for higher-power (for 60-cell mod• (for high-power 64 and 72-cell (for 72&46-cell (for thin film ides) 60-cell modules) j j modules) modules) modules) INPUT Sated Input DC Powerl`l 300 320 370 400 405 W Absolute Maximum Input Voltage 48 60 80 125 Vdc tttoc at lowest temperature} MPPT Operating Range ! 8 48 8-60 8,„80.1 1 12.5 105 Vdc ..... Maximum Short Circuit Current(isc) 10 11 10.1 Adc Maximum DC Maximum Efficiency Current . . 12.5 13.75 - 1263 Adc Input .,.. . 99.5 _ %ffic .._ Weighted Eiency ..... 98.8 _.. Overvoltage Category it OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current j .._. ....... 15. ..,.._ Adc..... Maximum:.... u_. .Voltage Output Voktage i__..._ 60 85 Vdc..._.._.._ OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) - Safety Output Voltage per Power 1 Vdc Optimizer G STANDARD COMPLIANCE EMC FCC Part15 Class e IEC61000 6 2,iEC61000 6-3 Safety IEC62909.1(class it safety),UL1741 RaNS Yes INSTALLATION SPECIFICATIONS - .. Compatible inverters Ail SolarEd e Single Phase and Maximum Allowed 1000 Vdc System Voltage ! g g Three Phase inverters 128x152x35% 128x152x50/ Dimensions(W x L x H) I 128x152x273J5x5.97x1.08 l mm Jin _. .,...... 5.9 x1 x5.97x1, 5 x 7 37 5 96 Weight(including cables) 630/1A 750/1.7 845/1.9 ., gr/lb . _... . .... .. MC4 Input Connector MC4 Compatible J MCA Compatible Amphenol AH4 r _._...... Double Insulated; Output Wire Type/Connector Double Insulated;MC4 Compatible i MC4 i Double Insulated;MC4 Compatible 1 Amphenol AH4 _ Output Wire Length. _ 0.95/3.0 1.2/3.9 ..., m/ft 0 erating Temperature Range -40 +85/-40 +185 _. „. ............... .i. ..C.�.F.... 68 NEMA6P J Protection Rating IP ......... ....... . Relative Humidity 0-100 _.,,..,_....,,......_,. .'"....... �n Rated STC power of the module.Module of up to+5%power tolerance allowed. ------.------ 1_._._-._.___,__...__-- PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER{Zif'i HD WAVE Minimum String Length 8 10 18 (Power Optimizers)... ............... .. -.. ........ ................-.. -'s Maximum String Length ZS 25 50 (Power Optimizers) Maximum Power per String 5700(6000 with 5250 6000 12750 W SE7600H-US). Parallel Strings of Different Lengths yes or Orientations 'I For detailed string sizing information refer to;http://www..olaredge.com/s tes/defaultjhls/string_s'izing_ni.pdf, 4=1 it is not allowed to mix P405 with P390/P370/P40(k P6001P700 in one string. 775 Fiero Lane, Suite 200 Snap rack- San Luis Obispo, CA 93401 Email:contact@snapnrack.con Phone Number:(877)732-2860 Sn-aD ack Series 10.0 Roof Mount S CQ, VER LETTER The loading criteria used in this report is from ASCE 7-10. For codes that reference ASCE 7-05, Appendix A is provided to convert the wind speeds in ASCE 7-05 to the wind speeds used in this report. Instructions for this conversion are provided in Appendix A. This report covers wind speeds(V,,h)to 190 NTH,ground snow to 120 PSF,building heights to 60 feet,and tilt angles to 60 degrees. The followim codts are covered in this Lej2ort: • IBC 2015 • IBC 2012 • IBC 2009 • 113C 2006 The mounting system structural submittal package shall consist of the following: • Pages 1-17 of the report(this includes this cover letter). • Applicable page from the following: • C1 —C15 for 0 to 30 ft. Mean Roof Height and 6063 alloy rail • C17—C32 for 31 to 60 ft. Mean Roof Height and 6063 alloy rail • C33 —C48 for 0 to 30 ft.Mean Roof Height and 6005 alloy rail • C49—C64 for 31 to 60 ft.Mean Roof Height and 6005 alloy rail • Appendix A(if applicable). • The applicable installation details(listed on page 17 of this report). This report provides structural engineering calculations and installation criteria for the mounting system only. It does not certify the capacity of the supporting members. The capacity of the sup- porting structure is to be certified by the licensed professional responsible for the building's structural certification. Please contact SnapNrack at(877)732-2860,or Contact@snapnrack.com, for questions regard- ing this report. Norman Scheel, PE, SE Fellow ASCE SCNEEL Fellow SEAOC STRUCTURAL LEED AP BD+C, LEED AP HOMES 1h, N&3W" E-mail: info@nsse.com nVt Ali CERTIFICATE OF COMPLIANCE Certificate Number 20140204-E359313 Report Reference E359313-20140201 Issue Date 2014-FEBRUARY-04 Issued to: SNAPNRACK STE 200 775 FIERO LANE SAN LUIS OBISPO CA 93401 This is to certify that MOUNTING SYSTEMS, MOUNTING DEVICES, representative samples of CLAMPING DEVICES AND GROUND LUGS FOR USE WITH PHOTOVOLTAIC MODULES AND PANELS USL—Series 100 Mounting and Bonding Systems for use with Photovoltaic Modules Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s)for Safety: UL Subject 2703-the Outline of Investigation for Mounting Systems, Mounting Devices, Clamping/Retention Devices, And Ground Lugs for use with Flat-Plate Photovoltaic Modules and Panels Additional Information: See the UL Online Certifications Directory at www.u1.com/database for additional information Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow-Up Service. The UL Listing Mark generally includes the following elements:the symbol UL in a circle:@ with the word"LISTED";a control number(may be alphanumeric)assigned by UL;and the product category name(product identifier)as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. 7 100W ffe"7 VMOM P-Carney,Dkeetor,North American Certification Programs ■ UL LLC Any informs lm and documentation Involving UL Mark servic"are provided on behaff of UL LLC(UL)or any authorized noon""of UL For questions,pie"* tonted a local UL Customer S*Mc*RepramnXthq at w .ul.eomlcontactus Page 1 of 1 Snap rack- Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 for grounding/bonding and fire classification. The System's components provide an adequate bonding path which has eliminated the need for grounding lugs and wash- ers at each module, and bonding jumpers between splices. In addition to grounding and bonding, the roof mount system, Series 100 UL, is Class A Fire Rated when in- stalled with Type I and Type 11 Modules. SnapNrack's UL 2703 Certification and Com- pliance ensures that SnapNrack installers can continue to provide the best in class installations in quality, safety and efficiency. 0 Appealing design with built-in aesthetics 0 No grounding lugs required for modules 0 All bonding hardware is fully integrated into the components Rail splices bond rails together, no rail jump- ers required Proprietary SnapNrack grounding lug snaps in the rail channel 0 No drilling of rail or reaching for other tools required 0 Class A Fire Rating for Type 1 and 2 modules System Features Include Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling YL Integrated Wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.com/resources Design configure.snapnrack.com Where to Buy snapnrack.com/buy Snap rack- Solar Mounting Solutions Stainless Bolt with - Stainless Steel SnapNrack Bonding SnapNrack Standard Rail S lit-Lock Washer Bolt with Split- Splice Insert p Lock Washer SnapNrack Bonding SnapNrack Adjustable End SnapNrack Splice Clamp Top Bonding Base Mid Clamp -SnapNrack SnapNrack Bonding Banding SnapNrack Stainless Adjustable End Channel Nut Clamp Bottom Bonding Stainless Hardware with Bolt withChannel Nut Split-Lock Washers Split Lock SnapNrack Bonding SnapNrack Bonding L SnapNrack Bonding Washer Adjustable End Clamp Mid Clamp Standard Rail Splice SnapNrack Ground Lug 12-6 AWG Capper Wire SnapNrack Ground Lug Assembly (ONE REQUIRED PER ROW OF MODULES) -.. SnapNrack Bonding Universal End Clamp(UEC)Wave UEC pull Strap r --UEC Wedge Stainless Steel Bolt with Flat Washer IF SnapNrack Bonding Universal End Clamp SnapNrack---•* Bonding Standoff Clamp Assembly SnapNrack-- Serrated Stainless SnapNrack SnapNrack Bonding Rubber Steel Flange Nut Bonding Channel Nut Channel Stainless Rain Collar Serrated Stainless Nut Flange Nut Steel Flange Bolt SnapNrack Stainless SnapNrack— g2 Degree Flange Mill Finish L Foot Bolt Standoff --SnapNrack SnapNrack All Purpose Mill Finish L Foot Standoff Base(I-Hole SnapNrack - SnapNrack �. SnapNrack L Foot Metal Roof Base Shown) �, #- Base Assembly Mill Finish Flashing y L Foot Base SnapNrack Bonding SnapNrack Bonding SnapNrack Metal Standoff Assembly L Foot Base with Flashing Roof Base with Bonding L Foot SERIES 100 ITECHNICAL . • 6000 Series aluminum Materials • Stainless steel • Galvanized steel and aluminum flashing • Clear and black anodized aluminum Material Finish • Mill finish on select components • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification Caics.&Certifications • Class A Fire Rating Type 1 and Type 2 modules • Stamped Structural Engineering Reports for all 50 States • SnapNrack Grounding Lug (One lug per individual row of modules) Grounding • Integrated bonding components Warranty 10 year limited product warranty; 5 year limited finish warranty 877-732-2860 www.snapnrack.com contact(aPsnapnrackxom 2015 by SnapNrack Solar Mounting Solutions.All rights rescervec 0 Required Tools 0 Hammer Or Stud Finder W Roof Marking Crayon Dimensioned Drill with 1/8 inch Pilot Drill Bit Roof Sealant L-Foot Torque Driver with Bit Adapter 1/2 inch Socket Wrench ■ Materials Included in Series 100 L-Foot Kit: (n p (1) SnapNrack Flashed Base p (1) SnapNrack Composition Flashing ... p (1) SnapNrack L Foot, Composition 920 p (1) 5/16in- 18 SS Flange Hex Nut Q (1) 5/16in SS Split Lock Washer 3. ��� p (1) 5/16in- 18 X lin SS HCS Bolt Q (1) SnapNrack Channel Nut, 5/16in - 18 Other Materials Required: U (1) 5/16 in Lag Screw �jz` (1) 5/16 in Washer p O When To Use: !!A(D Composite Shingle Roofs Technical L-Foot Data: Material6C?t)4 Series;Heat Treated Aluminum Weight° :` '03f1 LBS Design Ultlmte L_aad 1tJC3t3 L135 Uplift Dimensioned Assembly i i 2 6 Series 100 Flashed L-Foot Step-by-Step Instructions 1) Locate the rafter underneath X the decking of the roof by looking underneath the eaves or in the attic. 2) Drill a pilot hole through the roofing material into the rafter to ensure that the lag bolt will be located into a solid portion of the rafter. If the rafter is not found then seal the pilot hole immediately with roofing sealant. 3) Apply roofing sealant to the bottom of the base and ` • • - • - directly onto the lag bolt to ensure a water tight seal. 4) Attach the L-foot base with a 5116" lag bolt and a minimum embedment of 2 1.1-" lag shank into the rafter. Tighten Lag bolt ' . to seat with a hand wrench. y 4 ., '. Alb.` ,1'.• �... �. 5) Slide the flashing underneath the row of shingles directly above the installed standard base and then line up the hole in the flashing with the threads on the base. It may be necessary to pry up shingles with a breaker bar. 6) Attach the L-foot to the threaded portion of the base that is protruding from the flashing. Then tighten the flange bolt over the throod to 10 - 16 ft-lbs. The L-foot can f be attached in any orientation. Notes -SnapNrack engineered systems should only be used with SnapNrack components and hardware. Any alternate application may void the warranty and structural calculations could become invalid. ah Warning " v -If a pilot hole is drilled and a rafter is 01 7 found immediately seal pilot hole with roofing sealant to avoid water damage. OUT -Do not over tighten hardwae. r -Always wear fall protection and safety year, Design Tools SnapNrack has a suite of design tools to help configure your PV installation ;H. for accurate and fast install. Please visit us at: www.SnapNrack.cot Required Tools: Level String Line or Spare Rail Pitch Meter 1/2in Socket Wrench " 5/32in Allen Key Torque Wrench Materials Needed to Install and Level Rails: 4 SnapNrack Standard Rail Q SnapNrack Splices 0 V SnapNrack Standoff Spacers 4 5/16" - 18 X 1" Fully Threaded Set Screw Q Pre installed SnapNrack Roof Attachments (L-Foot Or Standoff) © •�'' was uwM. 4W ' Q p O Standard Rail Profile Technical Rail Data: Material 6000 Series Heat Treated Aluminum 2-1/2° ===IPZJ Weight C .75, LBS/FT Technical Rail Splice Data Rail Splice Profile Material < 6Cio 3 Series Heat Treated Aluminum 1-1/2" Weight 0.6* ,LBS 1-314" 22 Series 100 • installing and Leveling Rails Step-by-Step instructions .. 4 1) Set all of the rails into the attachn,ients ' by snapping the channel nuts into °;k�awkT the side channel of the standard rail. Connect multiple lengths of rail end to end with the SnapNrack splice. 2) Find the highest attachment point of the roof, and set that attachment point to the lowest adjustability. Level the bottom rail of the array to the • • • roof by tightening attachment points. Torque silver hardware to 10-16 ft-lbs • and black hardware to 7-9 ft-lbs. 3) Using a string line or spare rails run ° s. from the bottom rail to the top rail and raise the top rail, then set the desired t � pitch of the array by adjusting the top rail. Add leveling spacers if needed. 4) Level the top rail by moving the string line down the length of the rail, matching pitch over the entire length of the array. 5) Level the remaining rails to the • - string line, working out from the middle rail. Add leveling spacers if needed. . ._ uf � ` `� tPl 6) Tighten all racking hardware, torque ' � silver hardware to 10-16 ft-lbs and m all black hardware to 7-9 ft-lbs. Nates • _ -SnapNrack engineered systems should .•• II - only be used with SnapNrack components and hardware. Any alternate application may void the warranty and structural • . . - calculations could become invalid. Warning �. .i -If a pilot hole is drilled and a rafter is not ww found immediately seal pilot hole with roofing sealant to avoid water damage. -Do not over tighten hardware. -Always wear fall protection and safety gear. Design Tools SnapNrack has a suite of design tools to help configure your PV installation for accurate and fast install. Please awnvisit us at: www.SnapNrack.com .e yyyy k� t 4t Olg } Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Type: Corporation ALL ENERGY SOLAR INC Registration: 175144 159 FRONT ST Expiration: 04/24/2019 CHICOPEE,MA 01013 Update Address and return card. Mark reason for change. SGA 1 *:0 2QM-0511 i r'I A,4ri,—, r-i RgrYewai f-1 FmninVmr+nt ri lost Card Office of Consumer Affairs&Business Regulation y HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only s TYPE:Corporation before the expiration date. If found return to: Registration E iteration Office of Consumer Affairs and Business Regulation 175144 04/24/2019 10 Park Plaza-Suite 5170 ALL ENERGY SOLAR INC Boston,MA 02116 MICHAEL ALLEN 159 FRONT ST CHICOPEE,MA 01013 undersecretary Not valid without signature r