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24A-027 (12)
BP-2023-0982 92 RIDGEWOOD TERR COMMONWEALTH OF M SSACHUSETTS Map:Block:Lot: 24A-027-001 CITY OF NORTHA PTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGI ERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARA TY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-0982 PERMISSION IS HEREBY GRANTED TO: Project# 2023 SOLAR Contractor: License: Est. Cost: SUNBUG SOLAR LL CS-099037 Const.Class: Exp.Date: 02/12/202' Use Group: Owner: S GLE PHILL JUDD R& KAREN Lot Size (sq.ft.) Zoning: URA Applicant: SUNBU SOLAR LLC Applicant Address Phone: Insurance:, 2A DRAPER ST 617-500-3938 WC333749A WOBURN, MA 01801 ISSUED ON: 07/27/2023 TO PERFORM THE FOLLOWING WORK: INSTALL 24 PANEL 9.72 KW ROOF MOUNT SOLAR SYSTEM (NO STRUC 'AL, NO BATTERY) 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NO THAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: n (e � - - ) •Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner DocuSign Envelope ID:COD78CF7-C1 F8-4AFD-B340-B4B2F1A1 COD1 RECEI VE ij W S ,, The Commonwealth of assii bud* 2 Board of Building Regulati ns a I FOR Massachusetts State Build' g C; ii ' MUNICIPALITY .1.°FBUICDIN USE Building Permit Application To Construct, ' -.: N` ,-., 6Z A o','' h a Revised Mar 2011 One-or Two-Family Dwelling 06p This Section For Official Use Only Building Permit Number:B P 2023-QL7 Date Applied: /tuit...) &5s //<? 7- Z7-ZOZ 3 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 92 Ridgewood Terrace, Northampton,MA 01060 2t ,-A-027- 00/ 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: ui4 •/16 acre Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP1 2.1 Owner'of Record: Judd Gledhill Northampton, MA 01060 Name(Print) City,State,ZIP 92 Ridgewood Terrace 781 996 9270 juddrgledhill@gmaiicom No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other ■ Specify: Solar Brief Description of Proposed Work': Installation of 24 roof mounted solar modules. SECTION 4: ESTIMATED CONSTRUCTIOr COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 27,661.55 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ 4,881.45 ❑ Standard City/Town Application Fee ❑Total Project Costa (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees. Check No.1(1 1 Check Amoun Cash Amount: 6.Total Project Cost: $ 32,543.00 0 Paid in Full 0 Outstanding Balance Due: DocuSign Envelope ID:COD78CF7-C1F8-4AFD-B340-B4B2F1AlCOD1 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS 02/12/2024 Cheney Brand License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 11 Morrison Place, unit 2 No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) Somerville, MA 02144 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 617-500-3938 permits@sunbugsolar.com I Lisulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 163091 05/10/2025 Sunbug Solar / Cheney Brand HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 2a Draper Street permits@sunbugsolar.com No.and Street Email address Woburn,MA 01801 617-500-3938 City/Town,State,ZIP Telephone SECTION 6: 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 ■ No .0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Cheney Brand to act on my behalf,in all matters relative to work authorized by this building permit application. (-7 GWidI 6/13/2023 1 . Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. )."J�� P I 6/12/2023 ���� �D.nsr.l q- Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finist.ed basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed_ Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" DocuSign Envelope ID:COD78CF7-C1F8-4AFD-B340-B4B2F1A1COD1 CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE DocuSign Envelope ID COD78CF7-C1F8-4AFD-B340-B4B2F1A1COD1 City of Northampton `4, I7.,tir f i ,S . ....SIC ` Massachusetts ��� `•!i. �: wUrl C lk DEPARTMENT OF BUILDING INSPECTIONS 7' s` 212 Main Street • Municipal Building v�Northampton, MA 01060 ssNn0 CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: 68 Hopkinton Road, Westborough, MA 01581 The debris will be transported by: Name of Hauler: El Harvey&Sons 6�1z/zoz3 Signature of Applicant: r -it',-a Date: � ,-.. commonwealth of Massachusetts Division of Occupational Licensure Board of Building Relulations and Standards Cons 1tortunan lt..!. CS-099037 „ Matspires : 02/ 12/2024 CHENEY C BFAND iss* Ito 11 AllORRISOh. PL NO, 2 440 SOMERVILLE'jvIA 02144 0 '"' Ipt LiNtilt- * commissioner tytt,ta fl. ,,,,14-4.,04.411ort.,4,1* Unrestricted e } BUlidirias Of any iine group which contain lees than 33100 cubic test (991 cubic me r ) of enclosed W . Fa lure to possess, a current , Or the Massachusetts Stale. Building Code is cans* to'' + of this license. Foof ontorrnation a . . MS 1111011IME Call I117P 7274200 of vl t THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston. Massachusetts 02118 Home Improvement Contractor Registration z1 Type: Out of State Corporation y( Registration: 163091 SUNBUG SOLAR LLC ��; • Expiration: 05/10/2025 2A DRAPER STREET WOBURN, MA 01801 � r - Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for Individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Out of State Corporation Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Suite 710 163091 05/10/2025 Boston,MA 02118 SUNBUG SOLAR LLC CHENEY BRAND 2ADRAPERSTREET '46G0.k WOBURN,MA 01801 Undersecretary Not valid without signature Client#: 264990 SUNBUGS ACORD..., CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 05/01/2023 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 hale ADDITIONAL INSURED provisions or 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME:Edgewood Partners Ins. Center PHONE Joanrie 4 Hogan FAX 144 Gould Street,Suite 100 (NC,E-MLo,Ext):781 455-0700 (pic No): 781 449 8976 ADDRESS: Joanne.Hogan@epicbrokers.com Needham, MA 02494 781 455-0700 INSURERS)AFFORDING COVERAGE NAIC C INSURER A:Gotham Insurance Company 25569 INSURED INSURER B:National Casualty Company 11991 SunBug Solar LLC,SunBug LLC — and SunBug WM LLC INSURER C:Marketing 2A Draper St INSURER D Woburn,MA 01801 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED -0 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRAC-OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSR ADDL WVD POLICY NUMBER (MBR MIDD/YYYY) (MMIDDIIYYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY PK2022000255 04/30/2023 04/30/2024 ppEAAqCCMHpp��OEECCCT��URRENCE $1,000,000 PREMISES( CLAIMS-MADE X OCCUR EaEence) $100,000 X BI/PD Ded:10000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY ECOT LOC PRODUCTS-COMP/OP AGG $2,000,000 _ OTHER: $ C AUTOMOBILE LIABILITY AU2022000168 04/30/2023 04/30/2024 EaMaccidentSINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ — AUTOS ONLY (per accident) $ A UMBRELLA LIAB — OCCUR EX2022000023 04/30/2023 04/30/2024 EACH OCCURRENCE $5,000,000 X EXCESS LIAB X CLAIMS-MADE AGGREGATE $5,000,000 DED RETENTION$ $ B WORKERS COMPENSATION WCC333749A 04/30/2023 04/30/2024 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE 1 EL EACH ACCIDENT E1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) EL DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as Evidence of Insurance CERTIFICATE HOLDER CANCELLATION Issued as Evidence of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REP1tESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of CORD #S5525452/M5525347 JHO01 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations e l= Lafayette City Cent r _:i l= 2 Avenue de Lafayette, Boston, 02111-1750 It ,�•' www mass gov/dia oFkers' Compensation Insurance Affidavit: Bu' ders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):SunBug Solar Address:2a Draper St. City/State/Zip: Woburn MA, 01801 Phone#:413-B84-1000 Are you an employer?Check the appropriate box: Type of project(required): ICI am a employer with 70 employees(full and/or part-time).• 7. 111 New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. El Remodeling any capacity.[No workers'comp.insurance required.] 3.0I am a homeowner doingall work myself. 1 9. El Demolition y [No workers'comp.insurance required.] 10❑Building addition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.Q Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑R f repai s These sub-contractors have employees and have workers'comp.insurance. 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14. Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:New York Marine and General Insurance Policy#or Self-ins.Lic.#:WC333749A Expiration Date:4/30/2024 Job Site Address:92 Ridgewood Terrace City/State/Zip:Northampton, MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the informatidn provided above is true and correct. Signature: Date: oLl` 3 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: VECTOR E ri G I n E E R S VSE Project Number:U1931.0207.231 June 28,2023 Sunbug Solar 2A Draper St Woburn,MA 01801 REFERENCE: Gledhill Judd Residence:92 Ridgewood Terrace, Northampton, MA 01060 SunBug Solar Project:4069-WES-W Solar Array Installation To Whom It May Concern: 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 so ar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to s pport the proposed solar panel installation. Design Parameters Code: Massachusetts State Residential Code(780 CMR Chapter 51,9th Edi+on(2015 IRC)) Risk Category: II Design wind speed,Vult: 117 mph(3-sec gust) Wind exposure category:C Ground snow load,Pg:40 psf Flat roof snow load,Pf:35 psf Existing Roof Structure Roofing material:composite shingles House:2x6 rafters @ 24"O.C.with a roof pitch of 8:12 Garage:2x6 rafters @ 16"O.C.with a roof pitch of 3:12 Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"threaded embedment'nto framing at max.48"o.c.along rails Install(2)rails per row of panels,evenly spaced;panel length perpendicular • the rails shall not exceed 70 in Rail cantilever shall not exceed the lesser of 50%of the connection spacing sr maximum cantilever allowed by manufacturer Connections shall be staggered so as not to overload any existing structural i ember Conclusions Based upon our review, we conclude that the existing structure is adequate t• support the proposed solar panel installation. The glass surface of the solar panels allows for a lower slope factor per AS• 7, resulting in reduced design snow load on the panels. The gravity loads, and thus the stresses of the structural elem nts, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of S: ion 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to r :in unaltered. 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-177 /F(801)990-1776/www.vectorse.com VSE Project Number: U1931.0207.231 Gledhill Judd Residence NIECTOR 6/28/2023 E n o i n E E R s The solar array will be flush-mounted(no more than 10" above the roof surf e)and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the ad I Lion of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar : :y to the existing roof against wind(uplift), the governing load case. Increases in lateral forces less than 10%are consid=red acceptable. Thus the existing lateral force resisting system is permitted to remain unaltered. limitations Installation of the solar panels must be performed in accordance with manu er recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must 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.The use of solar anel support span tables provided by others is allowed only where the building type, site conditions, site-specific design p eters, and solar panel configuration match the description of the span tables.The design of the solar panels,solar rackin (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 shall be notified of any changes from the approved layout prior to installation. VECTOR STRUCTURAL ENGINEERING,LLC 70F �O` WELLS L. yG HOLMES `11 STRUCTURAL H No 54240 06/28/2023 Wells Holmes,S.E. MA License: 54240-Expires:06/30/2024 Project Engineer Enclosures WLH/bza 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-17 5/F(801)990-1776/www.vectorse.com JOB NO.: U1931.0207.231 )1111 / ECT 0 R ® SUBJECT: WIND PRESSURE e n � l n r E R s House PROJECT: Gledhill Judd Residence Components and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) Comp/Cladding Location: Gable Roofs 27°<0 <_45° Enclosure Classification: Enclosed Buildings Zone 1 GCS,: 1.0 Figure 30.4-2C (enter negative pressure coefficients) Zone 2 GCp:a 1.2 Zone 3 GCP: 1.2 a: 9.5 Table 26.9-1 z9 [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 28.2 Equation 30.3-1 GCp;: 0 Table 26.11-1 PRESSURES: p = 9/,{(GC,,)—(G(',,,)J Equation 30.9-1 Zone 1, p [psf]: 27.8 psf (1.0 W, Interior Zones, beyond 'a' from roof edge) Zone 2, p [psf]: 33.4 psf (1.0 W, End Zones, within 'a' from roof edge) Zone 3, p [psf]: 33.4 psf (1.0 W, Corner Zones, within 'a' from roof corner) (a= 3 ft) JOB NO.: U1931.0207.231 E C T O R ® SUBJECT: CONNECTION E n G I n E E R S House PROJECT: Gledhill Judd Residence Calculate Uplift Forces on Connection Pressure Max Trib. Max Uplift Max Trib. Width 2 (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft) (Ibs) Zone 1 15.0 4.0 11.7 175 Zone 2 18.4 4.0 11.7 215 Zone 3 18.4 4.0 11.7 215 Calculate Connection Capacity Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Embedment3 [in]: 2.5 Grade: SPF (G = 0.42) itig Nominal Capacity [Ibs/in]: 205 NDS Table 12.2A Number of Screws: 1 Prying Coefficient: 1.4 Total Capacity [Ibs]: 586 Determine Result Maximum Demand [Ibs]: 215 Lag Screw Capacity [Ibs]: 586 Result: Capacity > Demand, Connection is adequate. Notes 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the 'Max.Trib Width'and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 70". 3. 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 tip is not part of the embedment length. OB NO.: U1931.0207.231 S SUBJECT: GRAVITY LOAD ECT'OR e n � i n E E R s House PROJECT: Gledhill Judd Residence GRAVITY LOADS Roof Pitch: 8.0 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Composite Shingles 2.4 1.20 2.0 1/2" Plywood 1.2 1.20 1.0 Framing* 0.0 0.0 Insulation 0.0 0.0 1/2" Gypsum Clg. 0.0 1.20 0.0 M, E & Misc 0.0 0.0 Total Existing Roof DL 3.6 PV Array DL 3.2 1.20 3 *Self weight of framing members calculated on beam analysis page ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10 Table 4-1 Roof Live Load With PV Array [psf] 20 SNOW LOAD (S): Existing w/ Solar Array Roof Slope [x:12]: 8.0 8.0 Roof Slope [°]: 34 34 Ground Snow Load, pg [psf]: 40 40 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II II 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, p, [psf]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No Yes ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 0.61 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ID, [psf]: 35 21 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 21 VECTOR(,,, JOB NO.: U1931.0207.231 SUBJECT: LOAD COMPARISON E n G I n E E R s House PROJECT: Gledhill Judd Residence Summary of Loads Existing With PV Array D [psf] 4 7 Lr[psf] 20 20 S [psf] 35 21 Maximum Gravity Loads: Existing With PV Array (D + Lr)/Cd [psf] 19 21 ASCE 7-10, Section 2.4.1 (D +S)/Cd [psf] 34 24 ASCE 7-10, Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for S,and 1.25 for Lr) Maximum Gravity Load [psf]: 34 24 Ratio Proposed Loading to Current Loading: 73% OK The gravity loads,and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.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.: U1931.0207.231 SiJECT: WIND PRESSURE) \,, Ec_1r1cR ® En O 1 rl E E R S Garage PROJECT: Gledhill Judd Residence Components and Cladding Wind Calculations Label: Solar Panel Array Not : Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) Hip? Comp/Cladding Location: Gable/Hip Roofs 7°<0 <_ 27° No Enclosure Classification: Enclosed Buildings Zone 1 GCp: 0.9 Figure 30.4-2B (enter negative pressure coefficients) Zone 2 GCp: 1.7 Zone 3 GCp: 2.6 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 28.2 Equation 30.3-1 GCp;: 0 Table 26.11-1 PRESSURES: r =9h L(GC1,)-\GCp/l Equation 30.9-1 Zone 1, p [psf]: 25.2 psf (1.0 W, Interior Zones, beyond 'a' from roof edge) Zone 2, p [psf]: 46.9 psf (1.0 W, End Zones, within 'a' from roof edge) Zone 3, p [psf]: 72.0 psf (1.0 W, Corner Zones, within 'a' from roof corner) (a= 3 ft) JOB NO.: U1931.0207.231 SUBJECT: CONNECTION E n G I n E E R S Garage PROJECT: Gledhill Judd Residence Calculate Uplift Forces on Connection Pressure 1 Wax Trib. Max Uplift Max Trib. Width 2 (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft2) (Ibs) Zone 1 13.5 4.0 11.7 157 Zone 2 26.5 4.0 11.7 310 Zone 3 41.6 4.0 11.7 485 Calculate Connection Capacity Lag Screw Size [in]: 5/16 1 Cd: 1.6 NDS Table 2.3.2 Embedment3 [in]: 2.5 Grade: SPF (G = 0.42) Nominal Capacity [Ibs/in]: 205 NDS Table 12.2A Number of Screws: 1 Prying Coefficient: 1.4 Total Capacity [Ibs]: 586 Determine Result Maximum Demand [Ibs]: 485 Lag Screw Capacity [Ibs]: 586 Result: Capacity > Demand, Connection is adequate. Notes 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the 'Max. Trib Width' and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 70". 3. 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 tip is not part of the embedment length. VECTOR ® JOB NO.: U1931.0207.231 SUBJECT: GRAVITY LOADS E n i n E E R S Garage PROJECT: Gledhill Judd Residence GRAVITY LOADS Roof Pitch: 3.0 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Composite Shingles 2.1 1.03 2.0 1/2" Plywood 1.0 1.03 1.0 Framing* 0.0 0.0 Insulation 0.0 0.0 1/2" Gypsum Clg. 0.0 1.03 0.0 M, E & Misc 0.0 0.0 Total Existing Roof DL 3.1 PV Array DL 2.8 1.03 3 *Self weight of framing members calculated on beam analysis page ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10 Table 4-1 Roof Live Load With PV Array [psf] 20 SNOW LOAD (S): Existing w/ Solar Array Roof Slope [x:12]: 3.0 3.0 Roof Slope [°]: 14 14 Ground Snow Load, pg [psf]: 40 40 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II II 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, pf [psf]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 20 20 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No Yes ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 0.93 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 35 33 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 33 JOB NO.: U1931.0207.231 SUBJECT: SOLAR LAYOUT EC1OR F. n B 1 n E E R s PROJECT: Gledhill Judd Residence .' •w■c " t., ' fi. y 'n, , ilhit itti ,....• iY 1 -"41111141"11114111114014•-- ;_ $ it Nirtiimi„ .' . G O pD TE I ......1 °'" /�- w RRq CF z ;_ • w 1 `„ w LL1 CC / / _ IY 0 .. / ilefilf.1 - . ------, o LLI :-. �I / / -/441t � / / / W IIIIP 151f44;: / I- / / • LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND":V :ATION OF ANY / / SOLAR PHOTOVOLTAIC INSTALLATION / / • THIS PROJECT SHALL COMPLY WITH LOCAL ORDINANCES / • PROPER ACCESS AND WORKING CLEARANCE WILL BE PROVIDED / • ALL ELECTRICAL WORK SHOWN ON THESE PLANS WILL BE COMPLETED BY THE / / UNDERSIGNED / / • ALL APPLICABLE PV EQUIPMENT LISTED AND COMPLIANT WITH UL2703,UL1741 AND UL1703 1.------... • ALL ROOF PENETRATIONS TO BE SEALED WITH A HIGH PERFORMANCE ROOF SEALANT SUCH `/\ AS GeoCal 2300 CLEAR SEALANT THE SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM THE LOCAL // JURISDICTION AND THE UTILITY IS OBTAINED ` \ / • THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL,OR BUILDING ROOF VENTS / • IF THE EXISTING MAIN PANEL DOES NOT HAVE VERIFIABLE GROUNDING ELECTRODE,IT IS ` / NECESSARY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE / • EACH MODULE WILL BE GROUNDED AS PER UL 2703 OR UL 1703 APPROVED METHOD USING THE SUPPLIED CONNECTION POINTS IDENTIFIED ON THE MODULE AND THE MANUFACTURER'S\ INSTALLATION INSTRUCTIONS `, / • A LADDER SHALL BE IN PLACE FOR THE INSPECTION IN COMPLIANCE WITH OSHA / ` REGULATIONS \` • ALL WORK SHALL COMPLY WITH 2020 NEC.2015 I RC.2015 IBC MUNICIPAL CODE.AND ALL LEGEND • MANUFACTURERSLISTINGS AND INSTALLATION INSTRUCTIONS. PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2017 NEC. • PHOTOVOLTAIC SYSTEM INVERTER IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER.AND SYSTEM COMPLIES WITH 690.35. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. PROPERTY LINES Scale:l =2O10 INVERTER CONFORMS TO AND IS LISTED UNDER UL 1701_ • ELECTRICAL EQUIPMENT AND MATERIAL TO BE LISTED,LABELED,AND INSTALLED PER THE O 20' 40' NEC.THE INSTALLATION STANDARDS/MANUFACTURER'S RECOMMENDATIONS AND IF SETBACKS REQUIRED A RECOGNIZED ELECTRICAL TESTING LABORATORY. CONDUITS EXPOSED TO SUNLIGHT ON ROOF SHALL BE LOCATED NOT LESS THAN 7/8"ABOVE ROOF SURFACE. IH INFORMATION JOB REFERENCE: 4069-Wes-W OWNER: Gledhill,Judd SYSTEM SIZE. 9.72 kW DC REVI IONS THE INFORN HEREIN SHALL NOT DESCRIPTION DATE REV' _ BE USED FOR THE BENEFIT OF ANYONE EXOFT °twat 7/11202S I = SLUM SCAR LLC,NOR DULL IT BE DISCLOSED MOUNTING SYSTEM AIRE Al Rail BLK 92 Ridgewood Terrace MONITORING IQ Gateway S a r TO OSIERSOUTSOE OF SUNBUG SOLAR LLC, NIEHWG COWS OR N CONNECTKKJWW RE MODULES: (24�Q.PEAK DUO406w BIN MI-G10+ Northampton,MA 01060 UTILITY. NationalGrid SALE AND LSEC/THE RESPECTIVE SUNBUG SOLAR LLCSYSTEN 781-996-9270 INVERTER: (24)IQ8+Mkroinverter SHEET TITLE. PROPERTY PLAN SHEET NUMBER.1 BfETSQE:IF/IT (E)MAIN SERVICE PANEL\,.....n N)PV COMBINER *1 ``, (basement,backfeed PV breaker) (basement,near MSP) s (E)UTILITY SERVICE METER (exterior) O (N)AC DISCONNECT-- (exterior,at Utility Meter) Ridge Setback Access Pathway 18"either side Driveway/street side- .mM�.�.�......�MA --. cress-Pathway- 36'single plane ' 36"single plane / , i • MEIN 1111•1111111111 / / Ridge Setback ,, • Pt-199°az,32°tilt 18"either side , '. %,•',,'/,•,//,)2 , " �� /. (12)Q.CELLS 405W '�I' (12)IQ8+ MP2-199°az,14°tilt (12)Q.CELLS 405W (12)IQ8+ ', ccess Pathway 36"single plane LEGEND SITE PLAN nQ UTILITY METER 8 WARNING LABEL Scale:1/8"=1' I I INVERTER 8 WARNING LABELS 1' B' 16' 111 AC DISCONNECT 8 WARNING LABELS 7/ NFPA SETBACKS/PATHWAYS CCNFICENTIAL JOB REFERENCE: 4069-Wes-W OWNER: REVI ONS SU n b u g Gledhill,Judd SYSTEM SIZE: 9.72 kW DC rNeINFaRuuna HEREIN ooNruNEDSHALL NOT DEscRiRrgN: are: Rev. BY BE USED FOR TE BENEFIT OF ANYONE EXCEPT Cnyni nvrmzr 1 NB TDNEOG 97LARLLC,Nat Noun eE DSCIDse, MOUNTING SYSTEM AIRE Al Rail BLK 92 Ridgewood Terrace MONITORING IQ Gateway scar TO DTNEt5NSENT OR IN CfiUGWIM LC, Northampton,MA 01060 UTILITY: NationalGrid WITHOUT OR IN 10N NTH UGSOE MODULES: (24)Q PEAK DUO 405w BLK ML-G10+ Pt SALE AND OF TIE ResFEcrrve s:reuG SOLAR LLCNVB,BM 5,,50,538 ,;:�512,3lO 781-996-9270 'Si B Ffi1`,it_.fi: INVERTER (24)I08+Mkroinverter SHEET TITLE:SITE PLAN SHEET NUMBER.2 sHeErsIZE:MAT ATTACHMENT PLAN LAYOUT PLAN -MAX.A.RAIL OVERHANG,B -M RAIL SPAN dd Ali -POSITION RAILS 0.7r(MIN.)-25.8'(MAX.)'FROM EDGE OF MODULES IN PORT. -STAGGER STANDOFFS IF POSSIBLE(RAFTER SPACING<12 MAX RAIL SPAN) S ROOF FRAMING AND SURFACE DETAILS SURFACE TYPE:ASPHALT SHINGLES(MP182) 28'-4" Ridge Setback 1 1 MP1 RAFTERS:2k824'OC 199°AZIMUTH 32°TILT —4'-43"— 20'-9" -3'-2//2'- 18"either side MP2 RAFTERS:245IT OC 199°AZIMUTH 14°TILT //' /' .//✓ /r /,', //4 /"/' / ✓ ;( /` / MPS NIA N/A N/A ' ' I` 1 t 1 © l th t, ; Ih /p//- ARRAY POSITION 1 I I 7 /, POSITION MP182 ROOF ARRAYS AS DIMENSIONED ON ROOFS 1 O I I / / I I I ✓ Ridge Setback 1 ___ I '' 1811 either side 61 18 7� [i © © 0 III © / ADDITIONAL WORK I I ' k �I l /�//1 12-4" 15'_7�rr CRITTER GUARDS N/A 13'10" —4'3" �i-� ' / INIASIBLE END CLAMPS . .NIA. 2'12" 4,%/4/�// "�:21;%Mi/ 0/ I I II 'I / SNOW GUARDS N/A IIIIIIR IISERVICE UPGRADE N/A th ' © I I © I I © i I Ell I I// STRUCTURAL NO REINFORCEMENT REQUIRED I i I Y W EP 4 I L}1 ' 144] /y /1 REINFORCEMENT I I 1 + l I t I 4 I I I I I I I 1 I 1'-3y2" SPECIAL PERMITTING I I I r I a I I k / ROUGH INSPECTION REQUIRED.EMAIL BUILDING PERMIT APPLICATION AS '/ I/ .PDF,SEE GID FOR CONTACT INFO AND FEES. C7 © © 3'-5.1"-3'-6"— 1T-3Y2N— 3'-2Y2'� Access Pathway ' 4� 11 ;. r ' 36"single lane 21'-8�" 1 I , Ar Ar, 28'-4"- g p EQUIPMENT LOCATION 16'-6Y IIyI I,,,111I,,,I,.It., %�/ PV COMBINER MOUNT PV COMBINER IN BASEMENT NEAR MSP i I t 4�[ill I , / AC DISCONNECT MUST BE READILY ACCESSIBLE STALL WITHIN 10 FT OF B METER, 1 © 1 1 / I\/1P1 I I I I y/y/ PROJECT NOTES I I I I / / 6r_ .0" I I Y ✓ SNR MID CLAMPS,END CLAMPS,RAIL SPLICES TORQUE TO 10FT-LBS 4 4 I ' I I `F I into m,in at 5 and crown or tyee a0ng Kee entrance wee.IQ Combe er tango" I :,semen on ertner sale or MSP or outsae by meter. r r r -...1 1 ....... ..... 1 1 1 1 1 I i 1 1 l/ 225A MSP wen main breaker and open sots m basement.Batkkee PI breaker. -3'-5.1"- Access Pathway Mounting Materials Estimate MP2 36"single plane Actual site conditions may vary IR Attachments 55 IR rail(total length) 170 ft Mid Clamps 36 End Clamps 24 THE INFORMATION AL JOB REFERENCE: 4069-Wes-W OWNER: Gledhill,Judd SYSTEM SIZE: 9.72 kW DC REVI IONS _ C�n b u g THE wHRMATIW HEREIN CONTAINED SHALL NOT DFSCRWTICN: ROTE: REV: V BE USED FOR THE BENEFIT OF ANYONE EXCEPT Coral 7/17t2 1 SABUG SOLAR ILA.NOR SHALL R BE wawa) MOUNTING SYSTEM AIRE Al Rail BLK 92 Ridgewood Terrace MONITORING: IQ GatewayTO S a r WITHOUT CONSENT OR IN CNBUG ONNECD O TH Northampton,MA 01060 UTILRY: NationalGrid `ALEN `aaHnEw EcTeE..ar,,eN"f MODULES (24)Q.PEAKDUO405wBLKML-G10+ Pt SNE No USECCTHE RESPECTNEaNkl r,Bapn _ 11C SYSTEM 781-996-9270 *m� IaIrfl- INVERTER: (24)IQ8+Microinverter SHEET TITLE.CONSTRUCTION PLAN SHEET NUMBER 3 SHEET SIZE:n11r ..a.mw.00m MOUNTING PLAN - MP1 /�\ � / a c 40. [IjjjjK LASHING 0.5") II -FOOT A,RAIL 36coypo s/toRqA.lFgs N gooc MOUNTING METHOD 1 2 1 Q r 114114114 6,p hi, • IRONRIDGE IR AIRE LOCK I I AIRE Al RAIL END CLAMP - - IROUICKMOUNT — 11 L-MOUNT L-FOOT PV MODULE i`� ,-- __ _ --- 4 it .4k, \MAX.RAIL AX.RAIL SPAN RAIL POSITION 0.79"(MINA a :'' CANTILEVER 16" BETWEEN L-FEET 48" 25.6"(MAX)FROM PANEL EDGE • /�� !>Iy IRONRIDGE FLASHING •`• IR AIRE Al RAIL MOUNTING 5/16"X4"S.S.LAG SCREW HARDWARE MIN 2.5"EMBEDMENT RAIILyPOSITION PLAN VIEW1 MOUNTING DETAIL PcALEII S 3"=ru 3 qi= im r y <- a CONFIDENTIAL JOB REFERENCE: 4069-Wes-W ONMER: EVI IONS s�n b u g THE INRap3A4nCN HEKE/N C.7NTAMm SHALL KIT Gledhill,Judd SYSTEM SIZE: 9.72 kW DC DESCRIPTION a>TE 'eV BY BE Ib®FIX2 THE BENEFIT OF ANYONEEXCBT any R 71+7R0:3 1 NB s,EuG Bo,•R UL.NOR SHALL K BE DecLo¢D MOUNTING SYSTEM AIRE Al Rail BLK 92 Ridgewood Terrace MONITORING: IQ Gateway solar TO OTHERS OUTSIDE OF SLMJBuG B0lARLLC,"'NNorthampton,MA 01060 UTILLTY' NationalGrid M01f CONSENT OR I" "�'"oNWMTHE MODULES: (24)Q-PEAK DUO405w8LKML-Gi10+ Pt SALEANDu,EaF THER'SP ,ESNffiUGs,,,, - LLC SYSTEM 3A Om.Bawl W.A.01001 781-996-9270 6+7)SOP3B30F(6me13-6Z INVERTER: (24)IQ8+Microinverter SHEET TITLE:MOUNTING PLAN SHEET NUMBER: 4 SHEET SIZE:MIT xxwvm8uoaW=0 • / \ MOUNTING PLAN - MP2 / \ / 4, • PMPCK LASHING P(0.5") i -FOOT AIRE AIRAI_i \\\ / °oMooS I I 1 u I r � �'egFrFgs l/oNRooF - li PC • P fi Ali • ' MOUNTING METHOD n CA iii,111 it---- - . — sLE r=rd l` I S g • 6" AIII410•4t 1 ' 4 . 1 H IRONRIDGE IR AIRE LOCK AIRE Al RAIL END CLAMP 1 I 1 IR QUICKMOUNT —1\6 r 4 ° ` L-MOUNT L-FOOTilly PV MODULE -NIAX.RAIL AX.RAIL SPAN \RAIL POSITION 0.79"(MIN)- CANTILEVER 16" BETWEEN L-FEET 48" 25 6"(MAX)FROM PANEL EDGE 2 ' ♦� . IRONRIDGE FLASHING `, IR AIRE Al RAIL MOUNTING 5116"X4"S.S.LAG SCREW HARDWARE • MIN 2.5"EMBEDMENT RAIL POSITION PLAN VIE ; MOUNTING DETAIL SCALE3r=ram SCALE:3=rd 3 `3' q q r 3 EVI CONFIDENTIAL JOB REFERENCE: 4069-Wes-W OWNER Gledhill,Judd SYSTEM SIZE IONS sunbug THE INFORMATION HEREIN CONTAINED SHALL NOT 9.72 kW DC DESCRIPTIONDATE: REV'. BY'. BE USED FOR THE BENEFIT OF ANYONE E%CEPT Ongiial 7117)2023 1 NB SUNGUG SOLAR LID.NOR SHALL rBEOLsa.EED MOUNTING SYSTEM AIRE Al Rail 81K 92 Ridgewood Terrace MONITORING: IQ Gateway solar TO WIHOHT51W19TE Cf ORINUNBU0 ..B8LLc Northampton,MA01060 UTILITY: NationalGrid SALE WITHOUT CONSENT OR IN CC71€°"""""E MODULES: (24)Q,PEAK DUO 405wBIXML-G10+ SALE AND USE OF THE RESPECTIVE SUNBUG SOLAR ?A proper Reel Nbeum.MAPI601 LLC SYSTEM 781-996-9270 T(b1T)500.3330 F(617)012.3062 INVERTER. (24)IQB+Microinyerter SHEET TITLE:MOUNTING PLAN SHEET NUMBER. 5 SHEET SIZE:11 x1r *.n.g.w.m MICROINVERTER: IQ8PLUS OUTPUT AC CURRENT PER INVERTER: 1.21A >� MAX BRANCH CIRCUIT SIZE: 13 MODULES CIRCUITS PER IQ COMBINER: 1-4 BRANCHES BRANCH CIRCUIT 2 - ° 12 MODULES (CENTERFEED) BRANCH CIRCUIT 1 - 12 MODULES (CENTERFEED) THE INFORMATION JOB REFERENCE: 4069-Wes-W OWNER: Gledhill,Judd SYSTEM SIZE: 9.72 kW DC REVISIONS s.n b U g THEINFORMATION HEREIN CONTAINED SHALL NOT OESCRIPTgN. DATE REV BY BE USED FOR THE BENEFIT OF ANYONE EXCEPT OnB TIIYIDO?? 1 NB SUNBUG SQAR LLC.NOR SHALL IT BE DISCLOSED MOUNTING SYSTEM AIRE Al Rail BLK 92 Ridgewood Terrace MONITORING. IQ Gateway s•lar s TOOTHERB OUTSIDE CC SUNBUG SOLAR LLC ,MTHOU eBB USE DE MODULES (24)Q.PEAKDUO405wELKML-G10+ Northampton,MA01060 UTILITY NationalGrid LLE AND U DF THE RESRECT NE SUNBUG SOLAR LLC SYSTEM INVERTER (24)IQ8+Microi nverter 781-996-9270 uc. .nre :xv co SHEET TITLE STRING DIAGRAM SHEET NUMBER.6 SHEET SIZE:nnTr .�na:eviMg.a,o- Utility Info bristled Electrical Specs(E) Tie in Description Inverter Specs Nodule Specs General Notes National God Panel Info Eaton lie-In:Back-Feed Breaker ' 24 Enphase IQBPLUS-72-2-US 24 Q.CELLS Q.PEAk DUO BLK ML-G10+405 225A MSP with main breaker and Meter Number: 14642976 200A/2P Main Breaker 6960W AC 9720W DC 405 W 381.37 W PTC open slots in basement. Backfeed Service Entrance Overhead 225A Rated Main Panel Single Phase, AC,240V,97%,AFC' VOC:45.3V Vpmax:37.39V PV breaker. 240V 10 TO 120/240V SINGLE PHASE I 1 I unuTY SERVICEE I (E)200A MAIN PANEL I ENPHASE 1�� Soladeck II Combiner 4 a Junction Box T 1x12 405W Panels n, (Iii,E12(pA2F O disconnect O 1 ENVOY • --— �c�l r, With 1X12 08+ (�LOADS METER i I_I 7y Microinverteni rill!, r, �. n r- ,y r OM �.�. • • "� 1� Soladeck J (N)IOMPr N I Jun ion Box 1 x12405W Petrels NECEV(th 1X12108+ A f F Z7----1�/--� Ec nLAJ I..� B Micranverters L cND r s� f 3 Exterior AC disconnectV�/ v _..1_ N 1 Hold-clown kits not required PHOTO VOLTAIC SYSTEM EQUIPPED VHTH RAPID SHUTDOWN 1 Eccca nr krseries nfigur Hors -J in solarony configurations. _L EXTERIOR BASEMENT OF HOME EXTERIOR AT UTILITY METER BASEMENT OF HOME ROOFTOP AC Disconnect Label 5 (3)AWG=8,THWN-2 Vmp-240V Imp- 29.04 A 3 (2)AWG*10,THWN-2 Imp=14.52A 1 (2)AWG*12,(Enphase Q Cable) Imp-14.52 A (1)AWG*10,THWN-2,EGC/GEC Gnd 45I/(1)AWG Jr10,THWN-2,Gnd 50ir(1)AWG=6,Bare Cu EGC 1"conduit 4 (2)AWG*10,THWN-2 Imp=14.52a 2 (2)AWG*12,(Enphase Q Cable) Imp-14.52 A 4' 75R(1)AWG k 10,THWN-2,Gnd Sob(1)AWG a6,Cu EGC 1"conduit CONFIDENT AL JOB REFERENCE 4069-Wes-W OWNER. Gledhill,Judd SYSTEM SIZE: REVISIONS Si n b u g TIE INFORMATION HEREIN CONTAINED SHALL NOT 9.72 kW DC DEBCRh'TpN. DATE. REV B+ eE USED FOR THE BENEFIT OF ANYONE EXCEPT Orpra 11172023 1 NE surenG SOLAR L1c NOR SHALL IT BE DIELOSED MOUNTING SYSTEM. AIRE Al Rail BLK 92 Ridgewood Terrace MONITORING: IQ Gateway s• ar TO CIDERS OUTSIDE OF SUNBUG SOLAR S.C. V4THOJT CONSENT OR e+WNNECTICNMATH THE MODULES: 24 PEAK DUO405w BLK ML-G10+ Northampton,MA 01060 UTILITY: NationalGrid SALE AND USE OF THE RESPECT NE AINOJ0 SOLAR ( )Q EEC SYSTEM TA Drop,'aNN Ham,MA.' 781-996-9270 T M17)600Ex3 F(617)41CS_ INVERTER: (24)IQ8+Microinverter SHEET TITLE:ELECTRICAL DIAGRAM SHEET NUMBER:I SHEET SIZE:1t'MIT wow sunpmN¢um Q. PEAKDUOBLK ML-G1O+ SERIES ocells 385-410 Wp 1132 Cells 20.9% Maximum Module Efficiency MODEL Q.PEAK DUO BLK ML-G10+ ill Breaking the 20%efficiency barrier II Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9%. L2- A"'� Inclu ive 25reliable year productinvestment warranty and 25-year linear Warranty perf rmance warranty'. ,,: , '..', ' M1 EI O En uring high performance Long-term yield security with Anti LeTID Technology, Anti PID Technology2 and Hot-Spot Protect. 0 Ext eme weather rating High ech aluminium alloy frame,certified for high now(5400 Pa)and wind loads(4000 Pa). rM�r(_ Innovative all-weather technology ` J Optimal yields,whatever the weather with excellent low-light and temperature behaviour. 6 busbar 12 busbar cell technology cell technology The most thorough testing pro ramme in the industry Qcel is the first solar module manufacturer to pass the most comprehensive quality programme in the industry:The new Quality Controlled PV-of the independent certification In e TUV Rheinland. 'See to sheet on rear for further information. 'APT conditions according to IEC/TS 628041:2015,method A(-1500 V,96 h) The ideal solution for: , L w ,.....z:,.,, ;,,,::.. C ao � ..or.. 7.PNEL Rooftop arrays on �ors..+d .� fl residential buildings o1,1�+ ainT «,memo 17 Q.PEAK DUO BLK ML-G10+ SERIES •Mechanical Specification Format 74.0 in x 41.1 in x 1.26 in(including frame) (- w,.n 42rtc - ler bess..a (1879mm.1045mmx32mm) - t I+ I r -; . Weight 48.51bs(22.0kg) Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass 4•e.i.�w w.r.orl4s...I - f a^o- 44,r taco m.y with anti-reflection technology ortwsa.n Back Cover Composite film nrlprs,,,n Frame Black anodised aluminium Cell 6 x 22 monocrystalline QANTUM solar half cells ^ talc-1 I .arreso..n Junction box 2.09-3.98 in x 1.26-2.36 in x 0.59-0.71 in LLLJJJ (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes it I] e.u.n.wholes Cable 4 mm2 Solar cable;(+)249.2 in(1250 mm),()z 49.2 in(1250 mm) k 1 4�aa.+.e..unF*" q• ;1 3 Connector Staubli MC4;IP68 'I(-i.26.p2n°n WILL owl -II oe'p4a..e I{-)Ioaras..y • Electrical Characteristics 1 POWER CLASS 385 3901 395 400 405 410 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC(POWER TOLERANCE+5 W/-0W) Power at MPP1 P,,,,, [WI 385 390 395 400 405 410 Short Circuit Current' Isc [A] 11,04 11.07 11.10 11.14 11.17 11.20 Open Circuit Voltage' Voc [V] 45.19 45.23 45.27 45.30 45.34 45.37 Current at MPP tow [A] 10.59 10.65 10.71 10.77 10.83 10.89 Voltage at MPP V,„ [V] 36.36 36.62 36.88 37.13 37.39 37.64 Efficiency' r1 [%] 219.6 z19.9 220.1 220.4 >_20.6 220.9 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Power at MPP P,,.p [W] 288.8 292.6. 296.3 300.1 303.8 307.6 F Short Circuit Current Isc [A] 8.90 8.92 8.95 8.97 9.00 9.03 Open Circuit Voltage Vac [V] 42.62 42.65 42.69 42.72 42.76 42.79 C Current at MPP 1, [A] 8.35 8.41 8.46 8.51 8.57 8.62 Voltage at MPP V� [V] 34.59 34.81 35.03 35.25 35.46 35.68 'Measurement tolerances P,,w t3%;l .Vac t5%at STC:1000 W/m2,25t2°C,AM 1.5 according to IEC 60904-3•2800W/m2.NMOT,spectrum AM 1.5 Qcells PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE F. mo - meu m w �•• ..na.aww.me At least 98%of nominal power L. during first yeas Tftereafter max. I re - ---- 0.596 degradation per year.At wa least 93.5%of nominal power fti me -- - -- up to 10 years.At least 86%of nominal power up to 25 years. F iu wz LL All data within measurement 90 w'. fill tolerances.Full warranties in L'1 accordance with the warranty d so - --- terms of the Qcells sales SO a os )0 +5 w 25 organisation of your respective 200 400 aao aoo 1000 YEARS country. IRRADIANCE(w/m') 0 'Standard terms of guarantee for the 5 PV companies with the Typical module performance under low irradiance conditions in B highest production capacity in 2021(February 2021) comparison to STC conditions(25'C.1000wtm'). TEMPERATURE COEFFICIENTS Temperature Coefficient of Isc a [%/K] 10.04 Temperature Coefficient of Voc [i [%/K] -0.27 Temperature Coefficient of P, y [%/K] 0.34 Nominal Module Operating Temperature NMOT ['F 109t5.4 (43t3°C) ■ Properties for System Design o Maximum System Voltage Vow [V] 1000(IFC)/1000(UL) PV module classification Class II 5 Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2 o Max.Design Load,Push/Pull' [Ibs/ft2] 75(3600 Pa)/55(2660Pa) Permitted Module Temperature -40°Fupto+185°E Max.Test Load,Push/Pull' [Ibs/ft2] 113(5400Pa)/84(4000 Pa) on Continuous Duty (-40°C up to+85°C) o 3 See Installation Manual °' 17, •Qualifications and Certificates UL 61730,CE-compliant, Quality Controlled PV-TO/Rheinland, IEC 61215:2016,IEC 61730:2016, ele l..:. .,,. U.S.Patent No.9)393,215(solar cells), C E [-----t' C,,,,e„US s` UL 61730 won.,nnexorn 0 ,,o .4 ZI. 0 IMINIMMEMINNI QcellsOcells pursues minimizing paper output in consideration of the global environment. Note:Installation instructions must be followed.Contact our technical service for fuller Information on approved installation of ails product QC Hanwhe 0 CELLS America InSpectrumSpectrum400 Sp Center Ochre,Suite 1400,Irene,CA 92618,USA 179 N. 949 748 59 96)EMAIL hedinquryogcell,.con,, -r;.w . ww gcellsn' ` �con) \/ EN PHAS E. DATA SHEET ! ENCHASE �I. IQ8• irg -_ IQ8 Series Microinverters Our newest IQ8 Microinverters are the industry's first microgrid-forming,software- defined microinverters with split-phase power conversion capability to convert DC power to AC power efficiently.The brain of the semiconductor-based microinverter Easy to install is our proprietary application-specific integrated circuit(ASIC)which enables the • Lightweight and compact with microinverter to operate in grid-tied or off-grid modes.This chip is built in advanced plug-n-play connectors 55nm technology with high speed digital logic and has super-fast response times • Power Line Communication to changing loads and grid events,alleviating constraints on battery sizing for home (PLC)between components energy systems. • Faster installation with simple two-wire cabling R•E:. se • ` ` High productivity and reliability • Produce power even when the year limited grid is down warranty • More than one million cumulative Part of the Enphase Energy System,I08 Series I08 Series Microinverters redefine reliability hours of testing Microinverters integrate with the Enphase IQ standards with more than one million Battery,Enphase IQ Gateway,and the Enphase cumulative hours of power-on testing, • Class II double-insulated App monitoring and analysis software. enabling an industry-leading limited warranty enclosure of up to 25 years. • Optimized for the latest high- powered PV modules ' Microgrid-forming CERTIFIED • Complies with the latest ti.1,FETY advanced grid support Connect PV modules quickly and easily to I08 Series Microinverters are UL Listed as • Remote automatic updates for IQ8 Series Microinverters using the included PV Rapid Shut Down Equipment and conform the latest grid requirements Q-DCC-2 adapter cable with plug-n-play MC4 with various regulations,when installed connectors. according to manufacturer's instructions. • Configurable to support a wide range of grid profiles ©2021 Enphase Energy.All rights reserved.Enphase,the Enphase logo,I08 microinverters, • Meets CA Rule 21(UL 1741-SA) and other names are trademarks of Enphase Energy,Inc.Data subject to change. requirements IQ8SE-DS-0001-01-EN-U S-2021-10-19 IQ8 Series Microinverters INPUT DATA IDC1 108-60-2-US 108PLUS-72-2-US 108M-72-2-US 108A-72-2-US 108H-240-72-2-US I08H-208-72-2-US' Commonly used module pairings' W 235-350 235-440 260-460 295-500 320-540+ 295-500+ Module compatibility 60-cell/120 half-cell 60-cell/120 half-cell and 72-cell/144 half-cell MPPT voltage range V 27-37 29-45 33-45 36-45 38-45 38-45 Operating range v 25-48 25-58 Min/max start voltage v 30/48 30/58 Max input DC voltage V 50 60 Max DC current'(module Isc] A 15 Overvoltage class DC port II DC port backfeed current mA 0 PV array configuration 1x1 Ungrounded array;No additional DC side protection required;AC side protection requires max 20A per branch circuit OUTPUT DATA IACI 108-60-2-US IQ8PLUS-72-2-US 108M-72-2-US 108A-72-2-US IQBH-240-72-2-US 108H-208-72-2-US Peak output power VA 245 300 330 i 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal(L-L)voltage/range' V 240/211-264 208/183-250 Max continuous output current A 1.0 1.21 1.35 1.45 1.58 1.73 Nominal frequency Hz 60 Extended frequency range Hz 0 68 Max units per 20 A(L-L)branch circuits 16 13 11 11 10 9 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid-tied power factor(adjustable) 0.85 leading-0.85 lagging Peak efficiency % 97.5 97.6 97.6 97.6 97.6 97.4 CEC weighted efficiency % 97 97 97 97.5 97 97 Night-time power consumption mW 60 MECHANICAL DATA Ambient temperature range -40°C to+60°C(-40°F to+140°F) Relative humidity range 4%to 100%(condensing) DC Connector type !MC4 Dimensions(HxWxD) 212 mm(8.3")x 175 mm(6.9")x 30.2 mm(1.2") Weight 1.08 kg(2.38 Ibs) Cooling Natural convection-no fans Approved for wet locations Yes Acoustic noise at 1 m d60 dBA Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environ.category/UV exposure rating NEMA Type 6/outdoor COMPLIANCE CA Rule 21(UL 1741-SA),UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B,ICES-0003 Class B,CAN/CSA-C22.2 NO.107.1-01 Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014,NEC 2017,and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according to manufacturer's instructions. (1)The 1O8H-208 variant will be operating in grid-tied mode only at 208V AC.(2)No enforced DC/AC ratio.See the compatibility calculator at https://link.enphase.com/module-compatibility(3)Maximum continuous input DC current is 10.6A(4)Nominal voltage range can be extended beyond nominal if required by the utility.(5) Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. IQ8SE-DS-0001-01-EN-US-2021-10-19 Data Sheet Enphase Q Cable Accessories REGION:Americas Enphase The Enphase Q Cable' and accessories are part of the latest generation Enphase IQ System'".These Q Cable Accessories accessorie provide simplicity, reliability,and faster installation imes. i i Enphase Q &We • Two-wire,d)! uble-insulated Enphase Q Cable is 50°%o light r than the previous generation Enphase ca le • New cable n mbering and plug and play connectors peed up installation and simplify wire manag ment • Link connec ors eliminate cable waste I I*. # Field-Wireable Connectors • Easily conn ct Q cables on the roof without complex wir ng • Make tonne tions from any open connector and center fed any section of cable within branch limit • Available in rinale and female connector types I To learn more about Enphase offerings,visit enphase.com E N P H A S E. Enphase Q Cable Accessories CONDUCTOR SPECIFICATIONS Certification UL3003(raw cable),UL 9703(cable assemblies),DG cable Flame test rating FT4 Compliance RoHS,OIL RES I,CE,UV resistant,combined UL fix'the United States Conductor type THHN/THWN-2 dry/wet Disconnecting means The AC and DC bulkhead connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Q CABLE TYPES/ORDERING OPTIONS Connectorized Models Size/Max Nominal Voltage Connector Spacing PV Module Orientation Connector Count per Box Q-12-10-240 12 AWG/277 VAC 1.3 m(4.2 ft) Portrait 240 Q-12-17-240 12 AWG/277 VAC 2.0 m(6.5 ft) Landscape(60-cell) 240 Q-12-20-200 12 AWG/277 VAC 2.3 m(7.5 ft) Landscape(72-cell) 200 ENPHASE Q CABLE ACCESSORIES Name Model Number Description Raw Q Cable Q-12-RAW-200 300 meters of 12 AWG cable with no connectors Field-wireable connector(male) Q-CONN-10M Make connections from any open connector Field-wireable connector(female) Q-CONN-10F Make connections from any Q Cable open connector Cable Clip Q-CLIP-100 Used to fasten cabling to the racking or to secure looped cabling Disconnect tool Q-DISC-10 Disconnect tool for 0 Cable connectors,DC connectors,and AC module mount Q Cable sealing caps(female) Q-SEAL-10 One needed to cov4r each unused connector on the cabling Terminator Q-TERM-10 Terminator cap for unused cable ends Friends PV2 to MC4 adaptor ECA S20 S22 Connect PV module using MC4 connectors to IQ micros with Friends PV2 bulkhead connectors Friends PV2 to UTX adaptor ECA S20 S25 Connect PV modul using UTX connectors to IQ micros with Friends PV2 bulkhead connecto s Replacement DC Adaptor(MC4) Q-DCC-2 DC adaptor to MC4(max voltage 100 VDC) Replacement DC Adaptor(UTX) Q-DCC-5 DC adaptor to UTX max voltage 100 VDC) I I TERMINATOR SEALING CAPS ll Terminator cap for unused cableNIP Sealing caps for unused aggregator ends,sold in packs of ten and cable connections (Q TERM 10) (Q-BA-CAP-10 and Q-SEAL-10) 1 *Ir DISCONNECT TOOL CABLE CLIP Plan to use at least one per Used to fasten cabling to the racking installation,sold in packs of ten or to secure looped cabling,sold in (Q DISC 10) packs of one hundred(Q-CLIP-100) To learn more about Enphase offerings,visit enphase.com �©2018 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. E N P HAS E. 2018-05-24 IRONRIDGE AIRE RAIL Al 0 ITEM NO DESCRIPTION QTY IN KIT 1 Aire Rail, Al , Black(or Clear), 170 1 Part Number Description AE-A1-170B AIRE RAIL, Al , BLACK, 170 AE-A1-170M AIRE RAIL, Al , MILL, 170 1 ) Aire Al 1.40 H-1.17� 170 f ' ii 1.70 1 114 e 0.22 Part Number Material Value AE-A1-170B 6000-Series Aluminum Black AE-A1-170M 6000-Series Aluminum Clear v1.0