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22-026 (5) 56 SPRUCE HILL AVE BP-2019-0024 GIS#: COMMONWEALTH OF MASSACHUSETTS MU.Block: 22-026 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Ctgorv� SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit BP-2019-0024 Proiect# JS-2019-000010 Est Cost,$24000.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: TRINITY SOLAR 104144 Lot Size(sa. RJ: 14287.68 Owner: BELL VICKI Zoning: Applicant: TRINITY SOLAR AT. 56 SPRUCE HILL AVE ApplicantAddress: Phone: Insurance: 32 GROVE ST (508) 577-33910 WC PLYMPTONMA02367 ISSUED ON:7/312018 0:00:00 TO PERFORM THE FOLLOWING WORK.ROOF MOUNTED SOLAR 19 PANELS 5.605 KW 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: OB: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy sianature: FeeTvpe: Date Paid: Amount: Building 7/3/20180:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner �o laf R Department use only ity of Northampton Statue of Pernd: , uilding Department Curb CWDr'nroway Permit EE 212 Main Street seaedSeptle Availability_ Room 100 WaterNQell Avaihhildy S No hampton, MA 01060 Tam sets of Structural Plains NonmAMProN,MP One 413- 87-1240 Fax 413-587-1272 Plot/Sits Plarm Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION t-SITE INFORMATION '✓�— f • •Aq 1.1 ProoerN Address: This section to be completed by office 56 Spruce Hill Ave Map Lot Unit Florence MA 01062 Zone Overlay District Elm SL Dlatrid GB DhtrM SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Vicki Bell 56 Spruce Hill Ave,Florence,MA Name(Print) Current Mailing Address: 413-695-6528 Please see attached Telephone SignaWre 2.2 Authorized Aaent: Neii G Greene 4 Open Square Way-Suite 410,Holyoke,MA 01040 Name(Print) / Current Mailing Address: X 413-203-9088 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by Permit applicant 1. Building 7,000 (a)Building Permit Fee 2. Electrical 17,000 (b)Estimated Total Cast of Construction from 8 3. Plumbing Building Permit Fee L 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 24,000 1 Check Number Oa This Section For Official Use Or Date Building Permit Number: Issued: Signature: uild is nerllnspecto Buildings Data ;F,onta tion 4. ZONING Atl Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be fil1rA in by Building Connor , t Size e Setbacks Front Side L: &_ U R Rear Budding Height Bldg.Square Footage j % Open Space Footage (Lot area mous bids&paved art v H of Parking Spaces Fill: _. volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES O IF YES, date issued: li IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW O YES O IF YES: enter Book ' Page', and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Stolen Water Management Permit from the DPW is required. SECTION S DESCRIPTION OF PROPOSED WORK(check all aoolicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs 1171 Decks (O Siding[17] OtherIM SnIar Brief Description of Proposed Work: �^'unswsnu,�Aor wui�m a�«apore.Ma,s�.ai we s^ o,wrh<�zni wr•n.. Alteration of existing bedroom_Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement _Yes No Plans Attached Roll -Sheet ea. If New house and or addition to existing housing,complete the following: 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? I. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? If. Type of construction i. Is construction within 100 it of wetlands?_Yes _No. Is construction within 100 yr. Floodplain_Yes No I. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No I. Septic Tank_ City Sewer_ Private well_ City water Supply_ SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Please see attached as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I, Trinitv Solar as Owner/Authorized Agent hereby declare at the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the ains and penalties pe' ry. Neil G Gre Print Name X Signature fOwner em Date 6/28/18 SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Nome, Neil G Greene CS 104144 License Number 43 Firglade Ave,Sprigfield,M 100 3/17/2020 Address Expiration Date X -20 -9088/ Signature Telephone 9.Reaistersd Nome Impmvamant Contractor: Not Applicable ❑ Trinity Heating&Air Inc. A Trinity Solar 170355 Company Name �\ Registration Number ro 20 Patterson Bok RJ-Unit 10/' est N/ayoam,MA02576 10/11/2019 Address Expiration Date X .Telephone 413-203-9088 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.C.152,§25C(8)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780. Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year Period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Oficial,that he/she shall be responsible for all such work Performed under the butldin a permit As acting Constructions Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,You may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,Stale and Local Zoning Laws and State of Massachusetts General laws Annotated. Homeowner Signature HOMEOWNERS AUTHORIZATION FORM Vicki Bell (print name) am the owner of the property located at address: 56 Spruce Hill Ave, Florence, MA (print address) I hereby authorize Trinity Solar, and their subcontracting company , to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. This authorization includes the transfer/re-administering, and/or cancellation of any existing permits on file for the purpose of updating/applying with an alternate subcontractor. Customer Signature: Date.6/15/2018 Print Name: Vicki Bell G.o".w..Iln of MasYEausells ®: Division of Professional Lkensve Board of BwlOing R<gulahons and Standards GOnetrMOtEn Supervisor CS-104144 Expires: 03/1712020 REL O GREENS 43 FROIADE AVE SPRIROFIELD MR0/1ls COTTn osi.rer CmYrutllM Suprvtlor iYw.ma a.siae,ro•a,row Po,o.ni.n woo Y[.iM.l{.npOcuor mn n.l.ua.atln.ry a eMaW .nMc. nRae ei+ui ns e.a.tlccause,;.,.ncmvatlonu y11. .a m i„lim,n,i,Inb a.mw pn IN1A lnawa s.ia v.rm.a.eo.gp Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Type: Supplement Card TRINITY HEATING&AIR.INC. Registration: 170355 D/B/A TRINITY SOLAR Donation: 10/11/2019 20 PATTERSON BROOK ROAD UNIT 10 WEST W AREHAM,MA 02576 Update Atldreac and Rehm Card. scA 1 o zornavlT .J/ Y.............../i/. �. /G..iH r/...-r.✓/v nlXce MConwmer EME 8 CONTR Rpulirlon HOMEITYPOYEMENTrn Card CTOP Rag1a0'ation valitl iw lntlivWuel only TYPE:Supplement Card oebre the e'pa n data. a u reNm to: Retliatratbn Expiration OMceof Consu IT d Nnaaa Regulation 170365 10111/2019 le N&PIMs- ae5170 TRINITY HEATING&AIR,INC. Boston,MA 16 i D/BIA TRINITY SOLAR NEILGREENE 2n PATTERSON BROOK ROAD UNIT 10 wEST W ARERAW.Nos 02576 Not valid without Signature Undersecretary The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 01114-1017 www.massgov/dia Workers'Compensation Insurance AfficlsAl:Builders/ContmeMrs/ElectricionstPlumben. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Businmas/Organbadowladividual):Trinity Heating g Air, Inc. dba Trinity Solar Address:2211 Allenwood Road City/State/Zip:Wall,New Jersey 07719 Phone#:732-780-3779 Arc you as employers Cbmk tbe,pproprhte bps: Type of project(required): I.[a eemplayer wish 1,630 emplo,me(all roW.,port-time) 7. New construction 2.❑l on a sole pmprinor or ownership sad have no employees working for me in 8. Remodeling anyc orky Mo workers comp.imm.rce maned.) 3.❑I am ahonaowrar doing all work myself [No workers•comp ineumxe required.]' 9. Demolition 4.❑1 w ehoexownn anti will be hiring mmaelms udmdon all wok on my propene. I oral 10❑Building addition onium am an eontrators either have workers compmwtion iowrue or sat sole 11.©Electrical repairs or additions prnpnetO1e with no C1nplOJer, 12.❑Plumbing repairs or additions s Q 1 am a general nen..aW I Me hired me sat-antacwrs laced on the ari ehcn. 13.❑Roof repairs Hese mbcontmci nave employees unit have workers comp.imuma t b.❑We sae.cormmion anti in iffxne loveexr,rnwJ their rigM of...pWnpc,MGL,. 14.❑Otber 152,11(4),and we have no anplormes Ma workers'enop.iiuur o e manned I 'Arty applicam the drab boa al mac asp fill on are exam plow stowing their workers ocar n wnion polity infanation. r Hummwnna who submit mu alfdevr,irMiuting Try art doing ell wank and then him oun ide contanom must enter,a new andavit indicting ash. 1Cantabn nor eha*this tax Taal worried an additional awn stowing one mato of the wtbeor twi and sloe whnlor or ml lhox candies love omployces. iftln mbcam,cmrshrve nnployen,Try mus provide dais workescane,polity,nater, I am an employer that Isproviding workers'rompensation in uroncefor my employees. Below is the polky andJob she lnformmdm Insurance Company Name:Arthur J.Gallagher S Go. Policy#or Self-ins.Lic.#:EWGCROOODS5617 Expiration Date:1111/2018 Job Site Address:4 Open Square Way,Suite 410 City/State/Zip:Holyoke,MA 01040 Attach a copy of the workers'compensation policy declaration page(showing the polity number and expiation dao} Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up m 51,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded ta the Office of Investigations of the DIA for insurance coverage veriftipion. 1 doh fy n Ne as dpenald rJury that the lnformadan provided above b free and roneci. Scrap 5 /� Date, il— s—u l Ph #. 32a� 80-3779 2 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Benito 2.Building Department J.Chyfrown Clerk 4.Electrical Inspector 5.Plumbing Inspector G Other Contact Person: Phone#: CATEonam Amid CERTIFICATE OF LIABILITY INSURANCE o/27/2O17 ' 1nn2n 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(Sk AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poliry(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to dre terms and Conditions of the policy,certain policies may require an endorsement A statement on this ceRlficate does not confer rights to the certificate holder in lieu of such andonemen s. PRODUCERCONTACT Arthur J.Gallagher Risk Management Services, Inc. P 0Acan 856.482-9900 FAX .856-482-1888 4000 Midlantic Drive Suite 20 Ea1An Mount Laurel NJ 08054 INgypE $RFFORDING COVERAGE MVC# IN...Fa A:HDI-Globallnsumnce Com n 41343 INSURED TRINHEA-03 INSURER a1lberty Insurance Underwnters Inc '19917 Trinity Heating 8 Air, Inc. INSURER C: 110 Lyman Sl. Holyoke, MA 01040 IXsuRER D INSUPFa E: IXSVRERf: COVERAGES ERTIFICATE NUMB R:1801370239 REVISION NUM R: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTINITH3TANDING 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. WEMPLOY TYPE OF INSURANrE POLICY NUMBEA POLICY EF MOxLDICY EIw UMRS I TIN WMERCIALGENEMLL"UW EGGCC0DCG6%17 1111/2017 11/112018 EACH OCCURRENCE $2,000,000 CLAMS.... �OCCUR FINANCED EeA—Dn $100,000 MED EAP(Any one ri s PERSONAL A ADV INJURY $2.0001000 AGGREGATE LI MIT APP�U EIS PER: GENERALAGGRECATE $2,000,000 OJCYOJEC CLOC PRODUCTS-COMPIOPAGG 82,O.A" .000 THER'. $ OBILE LIABILITY EAGCC0OD085817 111112017 111112018 Ee a¢IEenI $2,000,000 IV AUTOBOUILYIWURY'ry Brnn) $ WNED ACNEOULEO BODILYINJURYLV, Wdm1) $ INED NE ONLY AUTOBUTOS ONLY NOOTIS ONLDY PI acEC IRPX1A E $ NBRELLA LIAR % OCCUR 1000231834-C2 11112017 ii/V 2018 EgCN OCCURRENCE $3,000.000 XLE$$L U EXAGCDOOOE5R17 11112D17 it/t2D18CLArm MADE AGGREGATE $3,000,000 ED RETENTION Limit%of.T3WJ,00D $21,000,000 RS COMPENSATION EWGCCMOMM17 11/11M17 11/12018 X PoROTX- PLOYER$'LIAULn $TAT TE EROPRIETOPJPAWNEP/E}ECUTINE Y❑NIA EL EACHACCIDENT $1,000.000 RaIEMBER E%CLVJ. (man Wlwylo XH) EL DISESE-EA EMiOYE 11 Z. R CvilnMundy EL DISEASE PoLICV LIMIT $1,000000 DESCRIPTION OF OPEPATIONS deMm' A Aulalnobik EAGCCD3Y%5611 11112017 11112010 All Other Units $1,00G41,000 Gvmpl Cdluelon DEC Truck-Tmi antl Semi-Tmilem $5.000/$51000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACOND 101,AddltlmM Farm.$CXWUN,I be Aram.Hmon apace Ie reRulnd) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE Trinity Heating and Air,INC DBA Trinity Solar THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 2211 Allenwood Rd ACCORDANCE WITH THE POLICY PROVISIONS. Wall NJ 07719 AUTHORRED REPRESENTATIVE 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD INSTALLATION OF NEW SPRUCE HILL AVE• ROOF MOUNTED PV SOLAR SYSTEM 56 SPRUCE HILL AVE , . FLORENCE, MA 01062 SMEE.MS SITE _ SHEETINDEX PV- COVER SHEET W/SITE INFO A NOTES PV-2 ROOF PLAIN W/ LOCATIONS PV-3 ELECTRICAL 3 LINE DIAGRAM 7""TE' ® � FROM �nefbv 1 R6 RS D ev Nnc o M sock oc u ,... »o.. Imm ���� n E ® n �,��.,o,.,o..,...�.—k.-l"Ea,,,,,e YECTOR VSE Project Number:01982-0726-181 June 27,2018 Trinity Solar ATTENTION:Phil Smith 4 Open Square Way,Suite 410 Holyoke,MA 01040 REFERENCE: Vicki Bell Residence: 56 Spruce Hie Avenue,Northampton,MA 01062 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)) Risk Category:II Design wind speed: 117 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 40 psf Existing Roof Structure Roof structure:2.6 rafters @ 16"O.C. Roofing material:asphalt shingles Roof slope:30° Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.72"O.C.along rails Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array,other live loads will not be present or will be greatly reduced(Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)), Section 1607.12.5). The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The member forces in the area of the solar panels are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th 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: U1982-0726-181 V E C T O R Vicki Bell Residence 6/27/2018 E 11 O 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. 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. Connections to existing roof framing most be staggered,except at array ends,so as not to overload any existing structural member. 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 mach the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and 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 �N ODER T. 06,27/1018 Roger Alworth,P.E. MA License:47740-Expires:06/30/2020 Principal Enclosures RTA/koc 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990 1775/1 (801)9901776/wwvvvectorse.com 726-181 ��/ E C TO R JOB NO.: WIND PRESSURE SUBJECT: WIND PRESSURE E n S I n E E R S PROJECT: Vicki Bell Residence [Components and Claddin Wind Calculations Label: Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes: Exposure Category: C Risk Category: II "rc1 ADDITIONAL INPUT& CALCULATIONS: Height of Roof, h [ft] (Approximate) Comp/Cladding Location: !, Enclosure Classification: . Zone 1 GCro :� Fgure 30.42C (enter largest abs. value) Zone 2 GCp: "i r:€' (enter largest abs. value) Zone 3 GCp #-:- (enter largest abs. value) a: 9.5 Table 26.9-1 z, [ft]: 900 Table 26.9-1 Kn: 0.86 Table 30.3-1 Kr: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, ch[psf]: 25.6 Equation 30.3-1 GC": 0 Table 26.11-1 (largest abs, value) OUTPUT: I p=9j, GCa — GCa; Equation 30.9-1 Zone 1 Pressure, p [psf]: 25.6 psf(1.0 W, Interior Zones') Zone 2 Pressure, p [psf]: 30.8 psf(1.0 W, End Zones') Zone 3 Pressure, p[psf]: 30.8 psf(1.0 W, Corner Zones'within a) (a= 3 ft) �/ E C T O R JOB NO.: U1982-0726-181 SUBJECT: CONNECTION E r-i O I m E E R 3 PROJECT: Vicki Bell Residence Lag Screw Connection _ Capacity: Demand: Lag Screw Size[in]: -t7 61 Ca: 1.6 NDS Table 2.3.2 Pressure Max Max. Triib. Max. Uplift (0.6 Wind) Tributary Area Force (lbs) Embedment' de: '" " (psi) Width iff) (ft ) Grade: Zone Capacity [lbs/in]: NDS Table"12.2A 1 15.4 16.5 254 Number of Screws: 2 18.5 ' 16.5 305 Prying Coefficient: 1.4 3 18.5 1" 16.5 305 Total Capacity[lbs]: 586 Demand<Capacity: CONNECTIONOKAY 1.Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered Up is not part of the embedment length. 2. 'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). ��/ ECTOR UBNO.: GRAVI0726-181 SUBJECT: GRAVITY LOADS E rl O I n E E R 9 PROJECT: Vicki Bell Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD(D) pitch loading Roof Pitch/12 Asphalt Shingles 2.3 1.15 2.0 psf 1/2" Plywood 1.2 1.15 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 0.0 psf DL 6 psf PV Array DL 4 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10,Table 4-1 Roof Live Load With PV Array[psf] _ ": Massachusetts State Building Code(780 CMR Ch w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: ",: Roof Slope [°]: 30 30 Snow Ground Load, pe[psf]: ASCE 7-10, Section 7.2 Terrain Category: ASCE 7-10,Table 7-2 Exposure of Roof: .. ASCE 7-10,Table 7-2 Exposure Factor, Ca: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Cr: 1„i s ASCE 7-10,Table 7-3 Risk Category: = ASCE 7-10,Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pi [psf]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: t35 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? '- ASCE 7-10, Section Z4 Slope Factor Figure: Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 0.67 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 23 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 23 ��/ E C T O R JOB NO.: LOADU1982-0726-1111PAR SUBJECT: LOAD COMPARISON E F1 O I n E E R 3 PROJECT: Vicki Bell Residence Summary of Loads Existing With PV Array D[psf) 6 10 Lr[psf) 20 0 S IPS91 35 1 23 Maximum Gravity Loads: Existing With PV Array D+L,1psfll 26 1 10 ASCE 7-10,Section 2.4.1 D+S 1psfI1 41 133 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psfl:l 41 33 Maximum Member Forces: LOCATION GEOMETRY Span(ft) _ (Approximate) Solar Panel Array Start,a (ft) (Approximate) Solar Panel Array Length, b(k) of (Approximate) Truss/Rafter5pacit (ft) a MEMBER FORCES Existing With PV Array Ratio Vertical Reaction,V,(lbs)F- 359 '2 !8" OK Vertical Reaction,Vi(lbs) 359 297 83% OK Moment @ Center,M (lbs-ft) 1168 960 82% OK The member forces in the area of the solar array are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. JOB NO.: U1982-0726-i8l YEECTOR SUBJECT: SOLAR LAYOUT ri a i n F= r R 3 PROJECT: Vicki Bell Residence FRONT 17 L FL: In I AFI R6 D FF LLLDJ I M I BACK DC YECTOR n D I n E E R S VSE Project Number:U1982-0726-181 June 27,2018 Trinity Solar ATTENTION:Phil Smith 4 Open Square Way,Suite 410 Holyoke,MA 01040 REFERENCE: Vicki Bell Residence:56 Spruce HUI Avenue,Northampton,MA 01062 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Desitn Parameters Code:Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)) Risk Category:H Design wind speed: 117 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 40 psf Existint Roof Structure Roof structure:2x6 rafters @ 16"O.C. Roofing material:asphalt shingles Roof slope:30° Connection to Roof Mounting connection:(1)5/16'lag screw w/min.2.5"embedment into framing at max.72"O.C.along rails Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced(Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)), Section 1607.12.5).The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The member forces in the area of the solar panels are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd,Ste.101/Draper,UT 84020/T(801)990-1775/1(801)990-1776/www.vectorse.com VSE Project Number:U1982-0726-181 \/E C T O R Vicki Bell Residence 6/27/2018 E n G I rT E E R 3 The solar may 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. LAWtath, Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed most 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. Connections to existing roof framing must be staggered except at may ends, so as not to overload any existing structural member. 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.The design of the solar panel racking(mounts,rails,etc.),and 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 tM �OE11 T. 0627/2018 Roger Alworth,P.P. MA License:47740-Expires:06/30/2020 Principal Enclosures RTA/koc 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775/F(861)9901776/www.vectorse.com JOB NO.: Ul 982-0726-181 �YECTOR SUBJECT: WIND PRESSURE r a I n E E R S PROJECT: Vicki Bell Residence IComponents and Cladding Wind Calculations Label: Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes: Exposure Category: C Risk Category: 11 ADDITIONAL INPUT&CALCULATIONS: Height of Roof, h [ft]: 'App Comp/Cladding Location: Enclosure Classification: Figure Zone 1 GCP:rF (enter largest abs.value) Zone 2 GCP: (enter largest abs. value) Zone 3 GCP: (enter largest abs. value) a: 9.5 Table 26.9-1 z, [ft]: 900 Table 26.9-1 K,: 0.86 Table 30.3-1 Kn: I Equation 26.8-1 K,: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 25.6 Equation 30.3-1 GCP,: 0 Table 26.11-1 (largest abs. value) OUTPUT: I p=qjj(GCJ— GCo; Equation 30.9-1 Zone 1 Pressure, p [psf]: 25.6 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p[psf]: 30.8 psf(1.0 W, End Zones*) Zone 3 Pressure, p[psf]: 30.8 psf(1.0 W, Corner Zones*within a) (a= 3 ft) Ul ��/ E C T O R JOB NO.: CONNECTION 1 SUBJECT: CONNECTION E m a I n E E R 9 PROJECT: Vicki Bell Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: -'- Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. T2ib. Max. Uplift Embedment' [in]: '`�'C ` (0.6 Wind) Tributary Area Force (lbs) (psf) Width (ft) (ft) Grade: Zone Capacity[lbs/in]: , NDS Table12.2A 1 15.4 r 16.5 254 Number of Screws: ;,; 2 18.5 16.5 305 Prying Coefficient: 1.4 3 18.5 16.5 305 Total Capacity[lbs]: 586 Demari Capacity: CONNECTION OKAY 1.Embedment is measured from the top of the framing member to the beginning of theta pered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of theta pered tip is not part of the embedment length. 2.'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). � JOB NO.: U1982-0726-181 YECTOR SUBJECT: GRAVITY LOAD S nsinr= PROJECT: Vicki Bell Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 Asphalt Shingles 2.3 1.15 2.0 psf 1/2" Plywood 1.2 1.15 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 0.0 psf DL 6 psf PV Array DL 4 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psfJ 20 ASCE 7-10,Table 4-1 Roof Live Load With PV Army[psf] Massachusetts State Building Code(780 CMR Ch w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope ["]: tt3030 Snow Ground Load, py[psf]: '�~ , ASCE 7-10, Section 7.2 Terrain Category: ASCE 7-10,Table 7-2 Exposure of Roof: ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 ASCE 7-10,Table 7-2 Thermal Factor, Ct: ''�f ASCE 7-10,Table 7-3 Risk Category: = -` ASCE 7-10,Table 1.5-1 Importance Factor, Is: . 1.0 ASCE 7-10,Table 1.5-2 Flat Roof Snow Load, pf[psf]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, p, [psf]: 0 0 ASCE 7-10,Section 7.3.4 Unobstructed Slippery Surface? ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, C,: 1.00 1 0.67 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, p, [psf]: 35 23 ASCE 7-10, Equation 7.4-1 Design Snow Load, S[psf]: 35 23 Ul VECTOR JOB NO.: LOAD 0OMPA1 SUBJECT: LOAD COMPARISON E n O I n E E R 8 PROJECT: Vicki Bell Residence Summary of Loads Existing With PV Array D[psfJ 6 10 Lr[ps1 20 0 S 1psql 35 1 23 Maximum Gravity Loads: Existing With PV Array D+L,[p,ql 26 1 10 ASCE 7-10,Section 2.4.1 D+S IPsfjj 41 1 33 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psfl:l 41 1 33 Maximum Member Forces: LOCATION Im' ..Im 3•.'4 `�•".. GEOMETRY Span(ft) "' (Approximate) Solar Panel Array Start, a(ft) _ (Approximate) Solar Panel Array Length, (Approximate) Truss/Rafter Spacing(ft) MEMBER FORCES Existing With PV Array Ratio Vertical Reaction,Vr(lbs)l 359 316 88% OK Vertical Reaction,Vz(lbs)l 359 297 83% OK Moment @ Center,M (lbs-ft)l 1168 1 960 1 82% OK The member forces in the area of the solar array are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. U1982- )vECTor JOB NO.: SOLAR LAYOUT SUBJECT: SOLAR LAYOUT E n O 1 n E E R 9 PROJECT: Vicki Bell Residence FROM � R5 D er ac. M BACK zxj SERIES 100 UL ROOF MOUNT SYSTEM The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive down costs and improve installation _ quality on more than 350 MW of solar installations. ' jF• Pitched Roof Arrays Simplified 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 Standard 2703 for Bonding,meaning that all system components have been Certified by UL for Roof System In 4 Simple Steps: electrical continuity, eliminating the need for additional 1)Go to the online Series 100 Conhguraton grounding hardware.The System's components provide Tool(configure.snapvack.com)and select an adequate bonding path which has eliminated the 'Yes"for UL 2703 Listed need for grounding lugs and washers at each module, and bonding jumpers between splices.The UL 2703 2) Identify Site Conditions(Array Tilt.Building Listing ensures that SnapNrack partners can provide Height.Roof Type, Wind and Snow Loads) the best in class installations in quality,safety.and 3)Build array m the online Configuration efficiency. Tool and automatically generate a Bit)of Materials. • All bonding hardware is fully integrated into the components 4) Place order with your distributor, Purchase material for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together,no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel,no drilling of rail or reaching for other tools required(One Lug per individual row of modules) • Class A Fire Rating Type 1 and 2 modules U� LISTED PV Mounting System Patent Pending 270 SbinI650dI wiM $bi0N555M1 SnapNp 4B tlng SrripNgck SWtlera Nall sda. Kx warner �emt wnNsdir - sdmeN t pd Wash SnapNrad BKMinq 5 F Aa ble EMSrwpNgck $pkce rx Ck ntajnpepptllnq BaSP Mltl Cbmp Srapxxk SnepNrBck BMtlinqt=—.1 S-PNpcx Bpnam9 AaluetablP Entl Nur Slainlesi 'p�err^.I Clamp Battom uur $IeInb55 Hertlwxe witn Bok wntl J\(J\_ SdIIAKF WaaMra SPxI Loci EIr.IMkrKk bnNM Warner M)WbkM YaW fJa� EMFMid Clb ekq SMIM nl P.11 W. Mle CkaM SYIIe.M R.II SFIIM ey"�iuo IOB Awc rW Capper Wlre SMpW.rJLfirolnU LM A.Mllta (ONE[[OVIMEOFE[ROW OG MOWL[S1 SnapNecx B ,ctl nq %—,al Ena clamp(us wive UFC Pull Stno VEC Wea9a wl1.n .WBoII wiM FW M SMFMrmk IbMIM UmW W End Como SnBPN.K t. qup MDX CWnp AaserNNy� $napHnM $MKetl staidxs�SwPWxN SxpWK49ontl�nq pYpppr SIeM Fbnge Nut Btl^aing CnannN SbyiNss Win CdNr UMrul FbnpB Nul SI-Ia n%,. t HYI $txl Fanpe Boll 5rypuricx SlaMks $. 90 a fNrge M11B,F mM LFcpt Bdt nndrn snwNraex SUPWacF M vurpps. MN FNisk L Fwl $IantlpH Nnck $pWW+fk Bix(I.Mda sp+Ayrh $nx Matdl Xopl BaO SkowNMisFmvh L Fool Basa AisemblY • LGopl ease FbSnng Sn.pNr..lbMkq SMOW &ni4ln9 SWN.ck MWN S.Wl b..InN9 LF.M e.w MM Fl..NM MMA 4M Wth [oMIM L FPM SnapNrl Series S [ UL Technical Data Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel and Aluminum Flashing Material Finish •Clear and black anodized aluminum • Mill Finish on select components Installation •Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Calcs.& Certifications • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification • Class A Fire Rating Type 1 and Type 2 Modules • Stamped Structural Engineering Reports for all SO States Gounding SnapNral7c Grounding Lug(One Lug per individual row of modules) Warranty •10 Year material and worksmanship(download full details at snapnrack.mm) Snap rack. (877) 732-2860 www.SnapNrack.com p p 0]ms o weer . Spv bxetl nx5 D)SNpryrack PV Mpuminp Sy,sIem Al'ng115 razem.A Harlem -5,16•LAG60LTsmusra m 2Tsq'INFORff OSIROOnRUL I�wRuiels SIB]:PIKE LFOOT 5NRR6,AO! -TION DALL SW 1V MARDV AEM ON TOP OF RASMHG HE ODMPOSUMN L FOOT -SILVER S.S.10-16 Fr-m AVAINFIEK) WD OIU M Ass.RArm NOr -wasriw�NaiiT�TD aneLsmE STEP2:LFOOTBM MASHING om ;x1-1OR12" OFLFWTM-AOPEVSDOMGLOPE) - aP96N4SIDU sIUPIRIRac S.S.60LTRRI) .,' RM CHOPM T slInvolIN3! S.&LAG SCREW L STANOW RAIL / ssr SKIPWRKROOMPOSMOR 1 ROOF. R/l9RIG SIB I:BOLT L POW LAI;S SM RaoF wRN SNRRM1gCLR%If MSE % %/ RDOPDEOMKiM ROOF DOCKING TV. /RA4R0 L IDOr IQRRDIG PODR POR /use ON COMPWTO VIO ERPVE MT NtT.s USE IOOMPNODON ROOFS RAILS ORN SE LEVELED UPM 7 USOIG (/ 11PTOTMOMELMSPRO36R5 SROM N S50E5 LOD RRL IFV W ODNPIEM NSIALU17ON RAFTER WP. uvrvsmEw eeac mxo. !oeanL oRn.�. irnR- DNS wVrtwrac oFwnac ircv RIR.RR Rq.. BIBOmml PEN OETRIL PI,RABIIED LROOT TO rw 6leum revRO.m n: u2 12Ko RRFlEA F - IX SNAPNRACK -2X SNAPNRACK LEVELING REHSION USE CARE DURING LEVELING SPACER ' ❑ SPACER -— INSTALLATION TD ENSURE THAT THE SET SCREW IS - 1X 755"-18 X 1"LONG -2X 755"-18 X 1"LONG _ ROUGHLY CENTERED BETWEEN ' ❑SETSCREW '❑ SET SCREW THE TWO PIECES BEING JOINED f STANDARD SERIES 100 /\ ATTACHMENTS STABILE 3OF VERALL MOAL UNTING STABIL WITH ALL MOUNTING POINTS WITH THE USE OF 1"LEVELING 10.5 SPACERS 9.5 I.5 8.5 THE FIRST INCH OF ADJUSTABILTTY IS DETAIL A ACCOMPLISHED WITH SLIDING FEATURES BUILT INTO BOTH L FOOT SCALE 5:8 COMPONENTS STANDOFF CLAMP RAIL HEIGHT=7.5" RAIL HEIGHT=8.5" RAIL HEIGHT=9.5" RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABODE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD T STANDOFF ]"STANDOFF 7"STANDOFF T STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 309/9 OF ATTACHMENT POINTS ON L-FEET OR 10"STANDOFFS. FOR A SECOND ADDITIONAL INCH HEIGHT ADJUSTMENT,AD D MOTHER LEVELING SPACER VSE OF 6.4 TWDE SPACERS NOT TO EXCEED 30ID%OF 4.4 5.4 ATTACHMENT POINTS ON 43.4 ABOVE L-FEET OR 10"STANDOFFS. =3.4" RAIL HEIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4" SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE IX4E L FOOT ONE L FOOT ONE L FOOT PLUS ONE SPACER PUS TWO SPACERS UNDER L FOOT UNDER L FOOT a MN ^n��n NSTREMI ENERGY CORG." OFSIGIIVPRINUI®E E0. GIYPIwWs $CµE. DNS R. pE$CRiTIOtf REV \�\l WonstTER. o Ry.i 5100 DO6 SERIES 100 RAIL LEVELING F P'U 0ya0rcos - MPR . .6r wTE. 120113 SNAPNRACK SERIES 100 ON FLASHED L-FEET REvl.Rpx FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD _ COMPOSITION SHINGLE ROOF SURFACES — FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED SNAPNRACK MODULE ATTACHMENT HARDWARE SMAPNRACK STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCIIIRAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING, AYMENT, MATE AND ROOFING MATERIAL,TVP. SNAPNRKK FAHED l-FOOT YV II WJN$IREAM ENERGYLdIP.` OEEIGVER GM➢Mpart ELA4E DNS PANT NVMBER. OEELRIPTpN. REV IYITUUI IIn�l4lll(��IINT =ER. DR,- 5100001 SERIES 100OVERVIEW,ON FLASHED C TPN �QMIL6 -- - APPROVED Er OnTE 120113 L-FEET r _ solar - e s a Single Phase Inverters for rinnh A.eaoe solarv e - SIM,I U5 i 5E1900xLES ISEE000H US/SE6000H UE/SE760DH US SolarEdge Single Phase Inverters AIALANNAN., a-AL. - -- - for North America '"° `- SE3000H US/SE3800H US/SE5000H-US/SE6000H-USI $E]b00H-US i . i i. ..... •1_ • a 21 OSE A. +-... .ern -.-A0 AIENNUINANII IE _--._ x � - % c S1 S wc.age sr m NEE. r aIW. ueue Optimized(nsealletion with HD-Wave technology bmkmtYaw+arownr.0 ro+<rwkrnixn .wmtl.ertwre•n:.nY a .,.�..r ,,..,.��,e,�......M FlrtJ wkage MuMbm rya Amyx n..a.rm u.svm.w I,U1,UL rthukvrurM- a i .n,1 _pka wxEC NllvWllp],peraWe690.]]aM 6W l3 Ul]]N,Y.tMIPe01w IN%Rub..,,mV,I— � EnamtlYu�Imfl.t.ro NIASESwMxrsor Mwn .x,1141 l�gvAnuEanv.knrorynrrapxkwx _RRA^wave -BUAI.n mcOuleAewlmm bnnE solar - • • = • SolarEdge Power Optimizer Module Add-On P300 / P350 / P404 / P405 / P500 • .:iii;' • t . PV power optimization at the module level — Up to 2S%more energy — Superior efficiency 199.5%) — Mitigates all types of modules mismatch-loss,from manufacturing tolerance to pardal 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 nn ,r.n,:oI :.,an^A" ii.c. ranmcr ionav (IiNn nosraaun nir NF'' l RIaNDS nn rean., www sola edge.com SolarEdgePower OptimizerModule Add-On solar ' • • P300 / P350 / P404 / P405 / P500 P3o0 P35D Pleo P409 P405 (for 60pull if.,higlrPowec If.,96 cell (for 60cell (fee Him film modules) 60celland for modules) and 72-cell, exci i 72 all modules) short strings) INPUT Famdlnpit Oe vowm 30D 35D son am am w ALsoluto Manmum lri Vouege d8 60 80 80 125 le, fVoc al Lear"trmnrtatu,q Met-DPruLng gun gr 8 Ut 8 60 8 80 121 so 125 ]OS VI, Maximi—Conn,...lnnul Currant iIll: 10 11 IDI Adc Maxlmu'n Free 'nay 99.5 e WmgMed CPonaney 9g.8 Overvv11a8e Calegary II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SDLAREDGF INVERTERI Nanmum Output G.11-1 IS a, Max creOwpul Vo0a6e 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety output Voltage per Pmve,Oppriaer ed, STANDARD COMPLIANCE FMC FCC PaN5 Cla,F R,IFC(ilui 6 2 IEC61000-6 1 Solely 0,162109 1 I1Im595aleryL ULl2d1 Polls Yes Fre Safety VICE AP-E 2100-)121013 05 INSTALLATION SPECIFICATIONS Maximum Alluwed 5y9em Voyage 1000 Vc, Dmev5mm IW x LxH 128 x 152 x 27 5/5 x 59 x 1.08 128,152x35/ 129 152 x d31 1"x1S2x50/ itm 5,5.91x132 Sx5.97xIno Sx5ofK196 Werf.6t o0edir8 Gabbs) 760/V 830/16 99)/2.1 1064/2.3 gr/10 InoW Conners or MCd' Ont prtl Cor nectar ai 01 left Wire Perm 095/30 1.2/39 m/H Operenng temperature Range 40 195/ 40 -U5 Pro"i'n Herm, I16e/N allrou xeanoe wrmrmly 0.100 PV SYSTEM DESIGN U51N6 A SINGLE PHASE THREE PHASE SOLAREDGE alknil Ror Manmum Sr,rC L,e lh P300 P150.P500 8 16 IPowrr Opmeaersl "Ca P`05 6 13 Maximum Strmg Length(Power 011m,11111 25 50 Maximum Power mer Siena 5250 11250 W Parallels rings of Different I engtlrs or Onemaii ycs PAGE 51 GA EAVES POWER DISTRIBUTION CU9AL BUG-BITES' tat SB 90c Insulation Piercing Connectors usrrp Ehmir"lea need for conduclar himedylon nripplip No taping required d10r installelan - Fel Far",In tappe,copper to dumnum,re dumnum IF aluminum Noerk.lmn. FO•vee on..Um d coMucbr oMy IPC_ SERIES .NV wrY00 _ytRFMNOF TPgL'E qxX pll.�Nl� - MYYE_ER_ MYYR11_ WW ]Y Y0.). Ke" lne dl]_w_1ndN]Mj 2017r- 13,10 IK Wx 111 x.. Sam I 16 1x r 1!] CIN 13107 -inp rw.. I.0 Me M ' Vi _ 131E •IKMIO Ye-x ]X-E m Y+ 12 M. —•M. -Mw I Eo�3- xa " Ixllx MxW 1N�110 M in xM 1 E E ala CrX tnta IK.pO 3W-W NY6V _ 9fn x D 9 ].n _ CIX !"oil w0..eo 10.13 ado x! m cm 131a •IK Me E00-m xn-e lap i5 t a1R L'IN 1310E -1K YN .-m =-an EJD n 1 xN EA --. CAUTNIN NIN 9rcm M-M IN b3 M 1 IN w ule BYp•elb.Nl M00l0ell. IXS X"wLeNaevP>r�deE vX1eme1 - nulNed CEEB aIeyi t NX ceemeua [b rol In.bE do Ewer u'ab. Dual-Rated GUTTER TAP CONNECTORS o moh Nwm9R1 SkLark 311 Eby slat-1M•eWbW ""de.Wned mEY1 MIdtaROr N11NlIR corlllnugeE Tep peraW or womirealcow b mEal (D GP SERIES xun uxuae wloupmnEufpe � EMn M En.Wnwp M_IMBI MIM61EME w X w L WWag F M) MT rH'•.K/I/ �`� I'll, OrC Dix a-R.N ]R e! " N Me UTA me LO-x 14-12 EOL 1 m IV. ix 1.9 OIN 131" wm ... M., IYn 1 . 14. 12 2N CrN ""I Oral M-w 3N.. 11. w. 15. s x.n CTN For copper-to peer, lain elm M-M m0.2 IV. 1,, 11 a a" m ppppertp-EIIXninum, lain "TO ]N-.eo 104.0 1 Ia. 1v. > xs M aluminum-lo-alu linen �ratrnmareW.. _. am.wleLwNr.m�wna.aawrral.rnn XNeaaen. SON 90'C Snapan 1nsuladnp coven for Use wlln GP vaned"@ For Indoor me only GPC SERIES Xn® umm KRen wRXl VNpI:ONWFM.WI OlX NT.wp.o MYWFA M1NNR CNM[CfOR Cppl M N L O' wman iall uXll s, •',. I311, We op, reuav I Ore br lain MCIe cvvo cM �- " crN - %\& 1]I., Mae .VI. RED 930 LTN ,f/fl�/, �` ' ` "1aI Mae cpa9a fto qnz c uIQ arc IN gvs.F .1. . . I IS c "IN adied a nne l..'aa�11, .1 T 41 vwwpree+wuwc"n 11 MCIiWOe Perk.CLnLTONO•Vnme MeCd)fxr 000.Naa3n TOIL u FaEE I Noxaa-naa loulsid,dNde crj DO",ed bY Q. EA 'LK4041111 285"'295 Q.ANTUM SOLAR MODULE The new high-performance module - is the ideal solu- tion for residential buildings thanks to its innovative cell technology . The world-record cell design was developed to achieve the best performance under real conditions—even with low radiation intensity and on clear, hot summer days. D.ANTUM TECHNOLOGY:LOW LEVELIZED COST OF ELECTRICITY Nigher yield per surface area and lover BOS costs and higher power classes and an efficiency rate of up to 18.0%. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent lovelight and temperature behaviour. f ENDURING HIGH PERFORMANCE Long-term yield security with Anti PID Technology', HotSpotProtect and Traceable Quality Tm.Q°1. EXTREME WEATHER RATING OCELLS Nigh-tech a um alloy frame,certified for i0e aa'`11D^' high snow(5400 Pa)and wind loads(4000 Pa). „ 2076 y MAXIMUM COST REDUCTIONS 1�TJ' Up to 10% lower logistics costs due to higher module capacity per box. � PAnrnn O A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25 year linear performance warranty'. ,n ami , ••-- APT test conditions:Cells at.1500V 'lent,grounded,wth condole[ ..1 lod[weed module smlxe. 25°C. leen ' See data sneel on rear for Nine, THE IDEAL SOLUTION FOR: "to rld ion 0....."n��,v, MECHANICAL SPECIFICATION 65 Tnx 39C 1.261 lmnuEmR lremel ""+-- -- -•"��-- -- - •on formal mx _ _--__ _ I1670mm x IOCOmm x 32111 Wergnr 41.451p5(18818) •"�`++""'"'+' ,rant Com 0.131(3.2mm)thermally Pre-stresu0 grass onto an,i-Mood encrook"' Be.Cavan C....mm w. _ [rnme BIKY anoSsee tWmmmq m ••�••, [eX 6 x10 monmMtau:ne 0ANTUM Alar Tela e hereat 00, 2.603031x43]-3.541n x 0.59 75:n (DED 4]mm x 111-90mm x 15-19mor Prolecten tlax lP6],with 4M.amEes " Came 4mmv Solar caUle:Nl z393].n(100011).Id z39.37rn IllHgmml _ w ---' 1-11h, Mul,-U,,act MCA or MCA hoWerthoo,11 IP60 r ma.,JG�""'•� ELECTRICAL CHARACTERISTICS POWER CLAS 295 291 205 MINIMUM PERFORMANCE SI STANDARD TEST CON01110N5.SIC'I PUWCN TOLERANCE r5W/ OWI PENN,.1 MPP Pwe TWE 285 290 295 Shoo Corho ClamIx IAT 9.56 9.63 9.70 Open Cn[un Voll+Ee' Vo IV] 38.91 39.19 3948 ,F- [mux at MPP' I,ee (A) 8.98 9.0] 9.11 'For"[I MPP' Vim. IVF 3173 31.96 32.19 [Xinen[Y' q 1%I x1].1 t17 21]] MINIMUM PERFORMANCE AT NORMAL OPERATING CONOIIIOXI NBC' PA..,IF MPP' Pine tall 2103 2164 218.1 Shoo C-e Convert 6 [A) 7 71 77 782 were Otero V01u[e' V. IV) 36.38 36.65 36.92 f CwnpI aI MPP' lore IAT 7.04 7.12 720 Vona,vI MPP' V.ee In 29.92 30.12 30.30 IW]wrmi RSC rum AMI IS M-h-.Toh-..STCs3%"NAT" '909wrmt NOCT.r[«vum Ax 1.50 rmnl velar.ALI-n.w mar,Ater O CELLS PERFORMANCE WARRANTY PERFORMANCE AT IOW INNAOIAXCC A Fel......I aver1-11Into me, . e T.I. u.06%epxYtm Per Sear. A - A, 83R nom tel 1-1lo ,10 9knt 0}6%ol ncmialOw'r loo, 6m ' All Am wmnmA.:-nl el. _ I'll oenan es 11 Arroo.[e wte 1.wrm y 1 r-of the O CELLS fee[ayraron M Ner a ev 1 r[sollcowy. r o e I- ...,rw."�•�-+.-m.m::.+_n. .u. mmpvmm1 Nr11Cm1NEorN1250 W100]Wlm9m 'l'onam a e TEMPERATURE COEFFICIFNT9 R TAmpeom,c.......AT A 1%/N1 +004 Tem,neon,CAPF of V„ 0 1%/N1 -0,28 Centel COeXimam to Pte. y I%/N1 -0.39 Nmmal a....Oq Cell I......... NCC2 I'll 113x5 4145 z3°CI PROPERTIES FOR SYSTEM DESIGN Mnlmom 5 n'the VPIu,Vl„ ryl 1000 UE6)/1000 IUL1 Satety Class II .......Som Nse Fel IA WI 20 Tin Ill CIIECI ITYPE INp S O..,A B.O...h 1013 liW ] 7513600Pa) PermiNe0 mo4Mle berhoolo -40-F up to+185-F Be G.R.A.,Pre 1-40•C up to I85C1 Onnn two, .It JULY 11"] 55.612666 Pro I see PPMAIR,mn Manuel INFORMATIONOUALIFICATIONS AND CERTIFICATES PACKAGING UL 1103:IDE ar",T.I.'.C"o-ON r: NemNn co Me4MIm Ver Pallet 32 IEC 612151[.21:IEC 6V301E4.11aPoMgolle U A NumOer of Plllms per 5]'Cenlnnlr 30 //�� Xemler of%Mels Var 10'Lenpinv 26 AVE CE c ua rnlel Nnmea,mmuxwxxl Iv45mmnx I160m..tInomlm� p "•• ..Nn Wrote 1435 The(651 SO) 5 NOR:herallool nseorit IN he h ioneo.ON,the mnerumn A.leNt-CR u[onus ou PoIn-,1 Sol Mgntmem In honer Internet o Fell mrd Goan.11 pu y wnwY O DAVID .ue 5 TOO Seel 1.Center Geller,SUI11250.Irvine.CA 91610,USA I ILL y 9A9 TAU 59 961 EMAI I.npm CA of A�e all r.10 m I WT. 1.1'P June 28, 2018 To: Inspectional Services From: Lynne Siringo—Trinity Solar Subject: Building and Electrical Permit Applications for Solar Installation Attached please find building permit and electrical permit applications, and all other necessary documents. Enclosed also are two checks for these applications. If you have any questions regarding these applications, please don't hesitate to reach out. Thank you very much! Lynne Siring LYnne.Siringo@trinitysolarsystems.com 413-203-9088 Ext. 1522 Trinity Solar 4 Open Square Suite 410 Holyoke, MA 01040