Loading...
23A-104 (2) 3 TRINITY ROW BP-2020-0312 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23A- 104 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2020-0312 Proiect# JS-2020-000521 Est. Cost: $15300.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SUNPOWER CORPORATION SYSTEMS 110280 Lot Size(sq. ft.): 17859.60 Owner: BOUTHILETTE NONA RYAN&BARRY Zoning: URB(100)/ Applicant: SUNPOWER CORPORATION SYSTEMS AT. 3 TRINITY ROW Applicant Address: Phone: Insurance: 50 ROCKWELL RD (860) 595-9899 Workers Compensation NEWINGTONCT06111 ISSUED ON.9/11/2019 0:00:00 TO PERFORM THE FOLLOWING WORK:ROOF MOUNTED SOLAR ARRAY, 17 PANELS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 9/11/2019 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner CEI ` '� Department use only City of Nort amy tus o Permit: ..� Building De artent C b Cu Driveway Permit 1 , A 212 Main Stre t SEp S er/S ptic Availability 9 2019 �.' Room 100 W ter ell Availability Northampton MA 1060 T o Set of Structural Plans phone 413-587-1240 Faf,14T, 56���R �isl=ECT Site Plans = NORTHAMPTON.MA 01 Gther Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 6 A 0"U ' -'�/a 1.1 Property Address This section to be completedbyoffice 3 -Ty int �y 12N ow Map �-5Lot / 01 Unit 1.�Of410Lm *0 d ( ,,(0Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Y Qh 1✓1 1cn `t'�1 ie 'I( 1-Q , 4-Q- ICJL'l`C ��t-1 l Name(Print) Current Mailing Address: '4t3 - aq4 Telephone Signature 2.2 Authorized A ent: I 04i 1 L< V)4r. �R�awe Q CCKP 5c) KOC�wA R a Name( int) Current Mailing Address: .4 gip-5G5 -q8°I .e« Sc�,war�-z. ignat re Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building2 c7 (a) Building Permit Fee 2. Electrical J p (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = 0 +2+3+4+ 5) 3Check Number This Section For Official Use Only BuildingPermit Number. Date Issued: Signature: / Building Commissioner/Inspector of Buildings Date 4w�Az- @ 6(.kq @2'�g'o () EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) j Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front C� Side L: R: L: R:= Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #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 Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O 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 DON'T KNOW 0 YES 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 © NO 0 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 Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [0 Siding[O] Other[p] Brief Work:Description of Proposed Cy C , �oo(o (:)L �5 Qob f ,( ]au n�a &.O� k� Alteration of existing bedroom T Yes�.�VNo Adding new bedroom Yes �I�No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet 6a. 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? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . 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, 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, 4,`(t 1-'�Q RC. as Owner/Authorize L Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Sig ed and r the pains and penalties of perjury. a Print a e e Owner/Agent Date >r ' SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: NQ,1 L j)-t k4ce rlay C5 — ( I o a8V License Number JI -4 ) act Address Expiration Date ( 00 I ' Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number 5LJLG� Co(- Q . -4)4 11 1 1 Y /W Address I ,f1 1 I Expiration Date 5O ��` r` NQ(� n�dfln Telephone 8wp ;q5- - I 9 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152, §25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes...... ❑ No...... ❑ i _ City of Northampton Massachusetts =,A DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building yv'•. c�� Northampton, MA 01060 AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application The Office of Consumer Affairs and Business Regulation("OCABR")regulates the registration of contractors and subcontractors performing improvements or renovations on detached one to four family homes. Prior to performing work on such homes,a contractor must be registered as a Home Improvement Contractor("HIC"). M.G.L.Chapter 142A requires that the"reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units....or to structures which are adjacent to such residence or building"be done by registered contractors. Note:If the homeowner has contracted with a corporation or LLC, that entity must be registered Work:,-?v a� 5 � P. Type of Work: �1 ► Ck, � �F �q � Est. Cost: 015� aoo-° Address of Work: ?J Tti�r1L�`i Ik0W 0014-' r MD40n U A ri(o Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law(explain): _Job under$1,000.00 Owner obtaining own permit(explain): Building not owner-occupied Other(specify): OWNERS OBTAINING THEIR OWN PERMIT OR ENTERING INTO CONTRACTS WITH UNREGISTERED CONTRACTORS OR SUBCONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK ARE NOT ELIGIBLE FOR AND DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER M.G.L.Chapter 142A.SUCH OWNERS ALSO ASSUME THE RESPONSIBILITES FOR ALL WORK PERFORMED UNDER THE BUILDING PERMIT.SEE NEXT PAGE FOR MORE INFORMATION. Signed under the penalties of perjury: I hereby apply for a building permit as the agent of the owner: � aco yg Date Contractor Name HIC Registration No. OR: Notwithstanding the above notice, I hereby apply for a building permit as the owner of the above property: Date Owner Name and Signature City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building tiJ` C1� Northampton, MA 01060 Massachusetts Residential Building Code Section 110.R5.1.2 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. Section 110.R5.1.3.1 Any homeowner performing work for which a building permit is required shall be exempt from the licensing provisions of 780 CMR 110.R5,provided that if a homeowner engages a person(s) for hire to do such work, then such homeowner shall act as supervisor. Such homeowner shall submit to the Building Official, on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. As acting Construction 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. City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street •Municipal Building Northampton, MA 01060 �5............ . r Debris Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debris from construction work being performed at: i�2 ` J�Com/ (Please print house n6mber and street name) Is to be disposed of at: Sc,ti-Po wc- xL- CO-e-P SCS G�IIi✓F- L ZZ C T 460 11 l (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: Ze(-YC[_c-vim Vd-, zl/Kt HEQ- e6 CTD Lk 7Z (Company Name and Address) Signature of Permit Applicant or Owner Date If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. DATE(MM/DD/YYYY) ACORi�® CERTIFICATE OF LIABILITY INSURANCE 11/16/2018 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 have 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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marsh Risk&Insurance Services NAME: 1735 Technology Drive,Suite 790 PHONE FAX No): San Jose,CA 95110 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# 536277-STND-GAWUE-18.19 INSURER A:AXIS Specialty Europe SE-London Branch INSURED SunPower Corporation INSURER B:Hartford Fire Insurance Company 19682 SunPower Corporation,Systems INSURER C:Steadfast Insurance Company 26387 1414 Harbour Way South,Suite 1901 Richmond,CA 94804 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-003422222-56 REVISION NUMBER: 33 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. /NSRPOLICY EFF POLICY EXP LTR TYPE OF INSURANCE INS,SUBR POLICY NUMBER MM DDIYYYY MM DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY 3788080118EN 11/01/2016 11/01/2019 EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE RENTED J OCCUR PREMISES DAMAGETOE.occurrence $ 1,000,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 X POLICY❑PET F7LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY 57 UEL W00014(AOS) 11/01/2018 11/01/2019 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident B X ANY AUTO 57 AB W00017(HI) 11/01/2018 11/01/2019 BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIREDX NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR 3788081218EN 11101/2018 11/01/2019 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ $ B WORKERS COMPENSATION 57 WV W00015(AOS) 11/01/2019 X STATUTE ETH B YIN 57 WE W00016 AND EMPLOYERS'LIABILITY (WI) 1,000,000 11/01/2018 11101/2019 E.L.EACH ACCIDENT $ ANYPROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBEREXCLUDED? F7N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C E&O/PollutionLiability EOC 9819934-04 11/01/2018 11/01/2019 PER CLAIM: 1,000,000 SIR Value:$500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SunPower Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SunPower Corporation Systems THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1414 Harbour Way South,Suite 1901 ACCORDANCE WITH THE POLICY PROVISIONS. Richmond,CA 94804 AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Petronella Massey ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Massachusetts Department of Public Safety i Board of Building Regulations and Standards License: CS-110280 Construction Supervisor NEIL DELUCENAY 701 S. HOWARD AVE STE STE 106-396 TAMPA FL 33606 rllel ZM Expiration: Commissioner 08117/2020 Construction Supervisor Restricted to: Unrestricted - Buildings of any use group which contain less than 35,000 cubic feet (991 cubic meters) of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOVIDPS ✓� e4 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Corporation SUNPOWER CORPORATION,SYSTEMS Registration: 186445 Expiration: 11/14/2020 Update Address and Return Card. BCA 1 0 30M-05t77 Office of Coifsumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer irs and Business Regulation 186445 11/14/2020 1000 Washln on et-S e 710 SUNPOW ER CORPORATION,SYSTEMS Boston,M 21 4 NEIL T.DELUCENAY - 1414 HARBOUR WAY S.STE 1901 UAIX RICHMOND,CA 94804 Undersecretary Not valid hout signaftiq HOMEOWNERS AUTHORIZATION FORM Addendum to Contract � �llry 2- vu � � I�- � 1print name) Am the owner of the property located at address: � l hl � 1 � I hereby authorize SunPower Corporation,Systems to ad 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. Customer Signature:Electronic Signature Accepted/Addendum to Contract Date: Sign Name: POW-tie, I SunPower Corporation,Systems 50 Rockwell Rd. Newington,CT 06111 Phone:(860)595JDM _ V i structural August 26,2019 ENGINEERS SunPower Corporation 77 Rio Robles San Jose,CA,95134 Subject:Structural Certification for Installation of Solar Panels Job Number: 19-08511 Client: Barry and Nonie Bouthilette-RP-86264 Address:3 Trinity Row, Northampton/Florence,MA 01062 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from SunPower Corporation. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood w/Skip Sheathing is supported by 2x6 @ 24"o.c.SPF#2 at ROOF 1.The rafters are sloped at approximately 36 degree and have a maximum projected horizontal span of 11 ft 9 in between load bearing Design Criteria: • Applicable Codes=780 CMR,ASCE 7-10,and NDS-15 • Ground Snow Load=40 psf; Roof Snow Load =19.9 psf ROOF 1 • Roof Dead Load=12.4 psf ROOF 1 • Basic Wind Speed =117 mph Exposure Category C As a result of the completed field observation and design checks: • ROOF 1: New 2x6 SPF#2 are required to be sistered to the existing roof rafters to support the additional loading. After upgrades,the roof is adequate to support the loading imposed by the installation of solar panel and modules. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements with structural upgrade in accordance with the 780 CMR. If you have any questions on the above,do not hesitate to call. Prepared By: PZSE,Inc.-Structural Engineers Roseville,CA �tl IN OF A44,9,y PAUL K. C-1.ZACHER STRUCTURAL ti No.50190 X� 06/30 oSS�ONAL�G 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 F 916.961.3965 W www.pzse.com Experience I iiiiegrity i Empoweimeni R structural August 26, 2019 ENGINEERS SunPower Corporation 77 Rio Robles San Jose, CA, 95134 Attn.:To Whom It May Concern re:Job 19-08511 : Barry and Nonie Bouthilette- RP-86264 The following calculations are for the structural engineering design of the photovoltaic panels located at 3 Trinity Row, Northampton/Florence, MA 01062. After review, PZSE, Inc. certifies that the roof structure lacks sufficient structural capacity for the applied PV loads. See the following calculations and Plan Sheets for location and repair to bring the roof structure up to the required capacity. If you have any questions on the above, do not hesitate to call. PAUL K. Prepared By: ZACHER PZSE, Inc. -Structural Engineers STRUCTURAL 0.50190 Roseville, CA 06. 30 z o SS�ONAIL, 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 916.961.3960 I 916.961.3965 1,., www.pzse.com Experience Integrity 1 Empowerment ® Project: Barry and Nonie Bouthilette-- Job#: 19-08511 Date: 8/26/2019 Engineer: DW Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 40 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Ct=Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=0.7 Ce Cf I pg 35 psf (ASCE7-Eq 7-1) where pg 5 20 psf,Pf min=I x pg= N/A where pg>20 psf,Pf min=20 x I= N/A Per ASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less than 15-. Therefore,pf=Flat Roof Snow Load= 35 psf p:=Cspf (ASCE7-Eq 7-2) Cs=Slope Factor= 0.567 ROOF 1 Ps=Sloped Roof Snow Load= 19.9 psf ROOF 1 PV Dead Load=3 psf(Per SunPower Corporation) Roof Live Load= 15.28 psf ROOF 1 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ROOF 1 Composition Shingle 4.00 Roof Plywood w/Skip Sheathing 3.50 Double 2x6 Rafters @ 24"o.c. 1.51 Vaulted Ceiling 0.00 Ceiling Not Vaulted Miscellaneous 0.99 Total Roof DL ROOF 1 10.0 psf DL Adjusted to 36 Degree Slope 12.4 psf 2of5 ® Project: Barry and Nonie Bouthilette -- Job#: 19-08511 Date: 8/26/2019 Engineer: DW Wind Calculations Per ASCE 7-10 Components and Cladding Input Variables Wind Speed 117 mph Exposure Category C Roof Shape Gable Roof Slope 36 degrees Mean Roof Height 24 ft Building Least Width 35 ft Effective Wind Area 10.9 sf Roof Zone Edge Distance,a 3.5 ft Controlling C&C Wind Zone Zone 3 Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) ch=0.00256* Kz* Kzt*Kd*VA (Eq.30.3-1) Kz(Exposure Coefficient)= 0.932 (Table 30.3-1) Kzt(topographic factor)= 1 (Fig.26.8-1) Kd(Wind Directionality Factor)= 0.85 (Table 26.6-1) V(Design Wind Speed)= 117 mph (Fig.26.5-1A) Risk Category= II (Table 1.5-1) qh= 27.8 psf 0.6*qh= 16.66 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -1.00 -1.20 -1.20 0.90 Uplift Pressure= -16.62 psf -19.95 psf -19.95 psf 16.00 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 4.00 4.00 4.00 Longitudinal Length= 2.73 2.73 2.73 Attachment Tributary Area= 10.92 10.92 10.92 Attachment Uplift= -162.00 -198.00 -198.00 Lag Screw Uplift Capacity Check Fastener= inch Number of Fasteners= Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 2051b (NDS Eq 12.2-1) Allowable Withdraw Capacity= 8201b (NDS Eq 11.3-1) 820 Ib capacity>198 Ib demand ^refore,OK Lag Screw Shear Capacity Check Embedment Depth Reduction Factor 1 Lateral Force from Gravity Loads= 147 Ib Attachment Lateral Capacity= 288 Ib (NDS Table 12K) 288 lb capacity>147 lb demand Therefobc,ui. 3 of 5 ® Project: Barry and Nonie Bouthilette-- Job#: 19-08511 Date: 8/26/2019 Engineer: DW Framing Check ROOF 1 PASS-With Framing Upgrades w=71 plf Dead Load 12.4 psf PV Load 3.0 psf Snow Load 19.9 psf Double 2x6 Rafters @ 24"o.c. Member Span=11'-9" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 35.3 psf Member Properties-Based on Upgraded Section Member Size S(inA3) I(inA4) Lumber Sp/Gr Member Spacing Double 2x6 15.13 41.59 SPF#2 @ 24"o.c. Check Bending Stress Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wLA2)/8 = 1218.4 ft# = 14620.8 in# Actual Bending Stress=(Maximum Moment)/S =966.7 psi Allowed>Actual--64.3%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L1120 (E=1400000 psi Per NDS) = 1.175 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) = 0.452 in = L/312 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 0.783 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.294 in L/480 < L/180 Therefore OK Check Shear Member Area= 16.5 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 2228 Ib Max Shear(V)=w*L/2 = 4151b Allowed>Actual- 18.7%Stressed -- Therefore,OK 4of5 ® Project: Barry and Nonie Bouthilette -- Job #: 19-08511 Date: 8/26/2019 Engineer: DW Lateral Check: 780 CMR Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof 2065 sf 12.4 psf 25606 Ib Ceiling 2065 sf 6.0 psf 12390 Ib Vinyl Siding 1504 sf 2.0 psf 3008 Ib (16'Wall Height) Int.Walls 752 sf 6.0 psf 1 4512 Ib Existing Weight of Effected Building 45516 Ib Proposed Weight of PV System Weight of PV System (Per Sun Power Corporation) 3.0 psf Approx.Area of Proposed PV System 302 sf Approximate Total Weight of PV System 906 Ib 10%Comparison 10%of Existing Building Weight(Allowed) 4552 Ib Approximate Weight of PV System(Actual) 906 Ib Percent Increase 2.0% 4552 Ib>906 Ib,Therefore OK Per IEBC 402.4&403.4 and by inspection, portions of the roof that are impacted by installation of the array will be subject to a net reduction in design loading. Therefore,the existing structure may remain unaltered. 5of5 CODE INFORMATION LU W 0 ° m SOLAR INDIVIDUAL PERMIT PACKAGE APPLICABLE CODES, LAWS AND REGULATIONS Z 3 o 2015 INTERNATIONAL BUILDING CODE(IBC) C-) Z u a w 2015 INTERNATIONAL RESIDENTIAL CODE(IRC) m Z z 2015 INTERNATIONAL FIRE CODE(IFC) 0° a f U 2014 NATIONAL ELECTRIC CODE(NEC) _ _ w U BARRY & NONIE BOUTHILETTE u /� U ...... 6 . 80 kW GRID -TIED PHOTOVOLTAIC SYSTEM (413 ) 244- 5104 SATELLITE IMAGE 3 TRINITY ROW F R N T FRONT PROJECT LOCATION NORTHAMPTON/ FLORENCE, MASSACHUSETTS 01062 AHJ : NORTHAMPTON N ' UTILITY : NATIONAL GRID — MASSACHUSETTS dole JOB NOTES SHEET INDEX rq Uj w c~n o w V PV SOLAR ARCHITECTURAL DRAWINGS u r Y PVA-0 COVER SHEET = 0 = Qa PVA-1 ARRAY LAYOUT j p H U O [a ~ LU O LL f 0- = LU _ In ~ a O z j w [1 LU LU C2 > z I- > U 06 ZZ �' tY H z C7 PV SOLAR STRUCTURAL DRAWINGS Q Y a O PVS-1 MOUNTING DETAILS m o In 0 0 `D z REVISIONS REV DESCRIPTION DATE �B For Structural Only OF A4,1,9, PV SOLAR ELECTRICAL DRAWINGS PVE-1 ELECTRICAL SINGLE-LINE DIAGRAM& PAUL K. 'y INSTALLER SPRI-CONNECTICUT GN SPECIFICATIONS PROJECT RP-86264 7) C HER m PVE-2 ELECTRICAL CALCULATION DATE DRAWN 08-22-2039 STRUCTURAL N0.50190 PVE 3 ELECTRICAL DATA&SPECIFICATIONS DRAWN BY ALBLANCO 0'--10,_qg� PVE-4 PLACARD/EQUINOX GROUNDING DETAILS DATE CHECKED D8-22-z039 �� l•� � G� PVE-5 BRANCH DIAGRAM CHECKED 8Y ARATEL `SS�ONAL� SCALE NTS SHEET PVA-0 LEGEND Cief a LLJ W o 0 ° o O JUNCTION BOX 3 < o Z u o a w O z z .. z - CONDUIT a o c u a 0 u � O S S .N.. J n u 0 a EXISTING SERVICE POINT v v EXISTING UTILITY METER TO ELECTRIC `° � _ UTILITY 00 N PROPERTY LINE < M ACD M N1C f FNC NEW LOAD CENTER AC DISCONNECT MA SMART ROOF ONE: O 17 MODULES UTILITY REVENUE METER � 1 i 9:12 CHIMNEY f—I 391-4.. z 152'-lp„ N 10 W O >- N Lnz Lu k Q LU U Y _ F-- w = a J I� NOTE: O> Ln M' 1. FIELD ADJUSTMENTS OF FEWER O O a O 123'-10" THAN 6"MAY BE ALLOWED BASED ON SITE m O LL < Lu } CONDITIONS AND MEASUREMENTS. a 3 U a g 2. ACD IS 24/7 ACCESSIBLE AND LOCKABLE. Z p z ROOF ACCESS o z o o a z POINT M o � f g Q Y = O m � c o Z REV DESCRIPTION I 10 N S DATE DB C CONTRACT MODULE SPR-A400-G-AC(240)(17) For Structural Only — / &QUANTITY INVERTER TYPE SPR-A400-G-AC(240)(17) - _ AND QUANTITY OFIy�Ss9 �� � ROOF TYPE COMPOSITION INSTALLER SPRI-CONNECTICUT PAUL K. c ROOF ATTACHMENT 42 PROSECT RP-86264 QUANTITY ZACHER � _ DATE DRAWN 08-22-2019 00 STRUCTURAL n OMEYTYPE 2-STORY DRAWN BY ALSLANCO \� NO.501 QO SYSTEM DATE CHECKED 08-22-2019\ O� � ORIENTATION 187o CHECKED BY APATEL SFS G� ROOF PITCH 9:12 SCALE 3/32'-I'-a' S/ONAk- CONSUMPTION TBD PVA-1 MONITORING _ �-- TRINITY, ROW I I W C8 - �o �m m 39'-7" z on Ia O O € m I J O O Z O IOn ♦ 03 v zU) c m i 28'-6° I N I W N I H O I I I I I I Tl I C 0 c U) z u <y c o , =c o r R I I s ^= D $ o BARRY & NONIE BOUTHILETTE m = m D f P o 6.80 kW GRID-TIED PHOTOVOLTAIC SYSTEM S U N P WER x p DCORPORATION, SYSTEMS 3 TRINITY ROW FRNT FRONT i N 1414 HARBOUR WAY SOUTH n o o P o NORTHAMPTON/FLORENCE,MASSACHUSETTS 01062 RICHMOND, C A 94804 >' z u, �slo) sao-osso SOLAR INDIVIDUAL PERMIT PACKAGE CA LICENSE #890895 LOT DIAGRAM W LL O O W W N N < O O TABLE 1 - ARRAYS INFORMATION N Q N W ROOF ROOFING ATTACHMENT NO. OF FRAMING FRAMING OC MAX. PENETRATION MAX. MAX. RAIL Z °` u PENETRATION ° o ° 'a " i PITCH TYPE TYPE STORIES TYPE SIZE SPACING SPAN PATTERN SPACING OVERHANG < m = o I„ Z W < f N U ROOF 1 36° Comp Shingle Pegasus L-foot 2 Wood Rafter 2x6 2' 10.5' Staggered 4 1.33' ° _ J K < ROOF 2 -- -- U u R OF 3 -- -- -- -- ROOF 4 -- -- -- -- -- -- -- -- -- -- -- ROOF S -- -- -- -- -- -- -- -- -- -- -- ROOF 6 -- -- -- -- -- -- -- -- -- -- -- CHECK TABLE 2 FOR PENETRATION PATTERN GUIDE FOR EXISTING ROOF AND ROOF FIG 1: ROOF 1 STRUCTURAL FRAMING DETAIL FIGURE 2: INVISIMOUNT ROOF ATTACHMENT DETAILS @ TRUSS / RAFTERS ATTACHMENT ONLY FLASHING MID GUAM �-(FA OF M, S,qS T K. G 411* 11 3 INVISIMOUNT RAIL 35• 1N $� INVISIMOUNT RAtI PAUL MODULE PV MODULE ZACHER PV MODULE STRUCTURAL C�„ No.50190 n r / L FTS SHINGLE ON TOP OF S/ONAL�G FLASHING fIASIMlG CIA SNDE ASSO�LY 5/16-X♦-SS. LAG BDLT ERIN 3/10'WASHER•CDIIER tD • TTP. PRE-DRILL RIbURIM. H o LU U) o w EXTERNAL LOAD I N Q BEARING WALL w U_ F- w Ln U Z IJ-I Q Z O U1 LL U � QQ 0.5- MIN. > N LU O CO LLL f a OLL CD NOTEPROVIDE(N)WSISTEREDRAFTERS TO(E)RAFTER.9EEDETALS. 0 �` TABLE 2: PENETRATION GUIDE FOR INSTALL FIGURE 3: MOUNTING CLAMP w = 3 LL J z z 2 SINGLE SISTER MEMBER IS ACCEPTABLE IF SINGLE 5157ER LENGTH MATCHES H e !1 U 4t:1 P THE MINIMUM SISTER LENGTH. POSITIONING DETAILS Z o Dc UZ-I S .o' d� TWO OR MORE ROWS OF MODULES ems. , ;_ Z F7 �_ - Z ZWZ f--T- 9TH RT V- <T 7 -49 R 7T �� T► T sl In a � U a a 15 I I I < 0 < o OR IEI1n�p<JJEM*B�r G101 �: MI-B•Ek�En = WEC YI\ �.+ Imo .+• : I. + 4_<+ O ENDrrEOOE gETNIR T1"'T' '11 IT •I 1 1 1 1 1 1 I I I l l l l l l l it I I I REVISION S - , - - _ ________ REV DESCRIPTION DATE DB CB L�' `I J �`-R1tYno,owr STACKED STAGGERED FULLY STAGGERED /1 /I I {I\MIB6RYEL J AOb MI-s-EA 9OF (19R\TeI r�QE\CIrtDUIE iOR R�rrel 1 1°Ea ONE ROW OF MODULES ------- PY INSTALLER SPRI-CONNERICUT PROJECT RP-86264 2 Tragi w - f J �,SEeCTImON- Z �� i<i _I T �� � DATE DRAWN 08-22-2019 T� B- B- DRAWN BY ALBANCO 1 1 1 1 1 1 1 I I I III �I I -� �- 66 CELL MODULE DATE CHECKED 08-22-2019 L*_ �� ~� �'� � CHECKED BY APATEL TAR2 kAGmIA\I\EKII\�T1R TAM\LAC(M4Yl ATTAOMMEq®IA\ TA{il IRVNO\tRCRCA1b� L{II/\\![�\\OH\\ YK\EM[INONrI\ 04LdR 1•MM•l dam, TEI� r6D\MdG FULLY STAGGERED STACKED/STAGGERED •M ,MILS SHALL BE POSITIONED IN THE NON-CROSS OOIOIaO \IO MFEu1@-�- b\ SCALE S $111TEMM DUALS �M s E 1\��� .ztc gw.mGEIRnOc-C' sa HATCHED REGIONS criEET E\ewEa 7 (1OMO.. IOC 11N a1OlE�k� �'� CHECK TABLE 1 FOR MAX..PENETRATION SPACING AND PENETRATION PATTERN FOR EACH ARMY. PVS_1 wwIQ �\ f � a LU FIGURE A: SINGLE LINE DIAGRAM 6.80 kW w N ° e O o In a ,p NOTE: u o BELOW ARE OPTIONAL OFFERINGS AND SHALL Z m NOTE: ONLY BE INSTALLED IF THE HOMEOWNER SIGNS O N '^ ACD IS 24/7 ACCESSIBLE AND LOCKABLE. Q_ Z z A SPECIFIC CONTRACT WITH SUNPOWER: a m o o w SUNPOWER MONITORING SYSTEM 7 .. u L O x x v a a Q B O u 'MSP MAX PV BREAKER(A)= v J u SUNPOWER MODULES (N)SOLAR LOAD CENTER 200A X 120%-200A,2P SPR-A400-G-AC(240) =40A,2P INCOMING SOURCE FEED JUNCTION BOX, 100 A MIN.,120/240 V, TOP FED ROOFTOP NEMA-3R M.L.0,NEMA-3R ARRAY WIRING A LOCATION:NEAR REVENUE METER (E)MAIN SERVICE PANEL MANUF:MURRAY 1 200A,120/240 V,1 PH,3 W B 8 LOCATION�BASEMENT MA SMART 0A, —1 F(E)UTILITY UTILITY REVENUE METER Ac Branch Circuit#1 MLO NOTE: 200A,2P I BIDIRECTIONAL E �� �� METER#: Dc 9 AC MODULES MA SMART UTILITY REVENUE 86089359 20��P I METERS ARE BI-DIRECTIONAL, I �\ I I 1120E LOCATION:V FT RNORW NET METER AND UTILITY _ I _ Ac�t* 20A 2P SSA,2P OWNED.METER LOCATIONSDC �'� �� DETERMINED BY UTILITY FOR 1 1 WALL AMR ACCESS REQUIREMENTS. I 1 \ H L 1 IIII I I TO EXISTING LOADS M 1/ �\1 140A,2P I I I I T PV BREAKER:TO BE `J I - INSTALLED ON THE OPPOSITE SIDE C OF THE MAIN OCPD OF THE BUSS EXISTING CCT GROUND — PVS6 PCT _F__cgrse 9 ETHERNET UTILITY-LOCKABLE SAFETY SWITCH 60A,240VAC CONNECTION TO SQUARE D DU222RB OR EQUIVALENT DSL/CABLE MODEM LOCATED OUTSIDE WITH VISIBLE KNIFE BLADES W o BRANCH CIRCUIT SUMMARY O LU U) o LU QQ BRANCH# ROOF LOCATION LU uw Y � 1 1 U U te = H a' _ ° Q 3 1- O> LL H U LU Z 0 azo 4 -- m O � < w J Q 5 W O 3: W Q C CL 0 6 i O z < Z Z TAG DESCRIPTION CONDUCTOR/CONDUIT SCHEDULE p O U7 LU d Q DESCRIPTION& CONDUCTOR SIZE NUMBER OF 06 TAG CONDUIT/CABLE TYPE CONDUIT SIZE Z SOLAR AC MODULE/BRANCH ACM ELECTRICAL NOTES Z p m o _u aS © DC/DC CONVERTERS NO CONDUCTOR TYPE (AWG) CONDUCTORS 1. PROPER LISTING EXPECTED FOR CONDITIONS OF USE ON ALL LUGS,FITTINGS,CRIMPS,ETC. > � ZH O .. /3\ SUNPOWER PROVIDED AC MODULES EXTENSION 2. ALL CONDUIT BEND RADII TO CONFORM TO THE NEC MINIMUM BEND RADII REQUIREMENTS. IJr M a Q�Q SOURCE CIRCUIT JUNCTION BOX YES CABLE,LISTED AS AN ASSEMBLY #12 2 BRANCH CIRCUIT 3. MINIMUM CLEARANCE SHALL BE MAINTAINED PER NEC FOR ALL NEW EQUIPMENT TO BE INSTALLED. fl J LU A❑ FROM PV ARRAY TO -- Q J ® SEPARATE DC DISCONNECT NO EGC:BARE Cu #6 1 JUNCTION BOX 4. EXISTING GROUNDING ELECTRODE SYSTEM MUST MEET NEC AND LOCAL UTILITY REQUIREMENTS. Q Y = O LU 6 S. COPPER CONDUCTORS SHALL BE USED UNLESS SPECIFIED. mUri INTERNAL INVERTER DC DISCONNECT NO THWN-2 #10 4 6. TYPE NM(ROMEX)CONDUCTORS ARE ALLOWED FOR INTERNAL AND ATTIC RUNS AND SHALL BE INSTALLED MEETING NEC REQUIREMENTS. 00 ® STRING INVERTER NO EGC:THWN-2 #10 1 EMT 3/4" 7, IF MAIN SERVICE PANEL IS TO BE UPGRADED,IT WILL BE PERMITTED AND INSTALLED BY 3RD PARTY. Z 8 .AC WIRING SHALL UPSIZE IF VOLTAGE DROP EXCEEDS 2%. e SOLAR LOAD CENTER YES THWN #14 3 9. RUN CONDUCTORS IN EXISTING CONDUIT WHEN AVAILABLE PROVIDED IT HAS NO OTHER CONDUCTORS RUNNING THROUGH IT. REVISIO NS ® MA SMART UTILITY REVENUE METER YES IC EGC:THWN #14 1 EMT 1/2" 10. EQUIVALENT SPECIFICATION ON CABLES AND ELECTRICAL EQUIPMENT SPECIFIED ARE ACCEPTABLE. Re; DESCRIPTION DATE DB CB 11. AS DC POWER IS INTERNAL TO THE MODULE,GROUNDING ELECTRODE CONDUCTOR(GEC)FOR THE MODULE OR ARRAY IS NOT REQUIRED. SEPARATE AC DISCONNECT YES AWG TWISTED PAIR(per CT) #22 2 Q EMT 1/2" CHECK BOX FOR WHETHER SYSTEM IS GROUNDED OR UNGROUNDED: El GROUNDED(INCLUDE GEC) THWN-2 #8 3 EMT 3/4" AC MODULES NOTES 9' UNGROUNDED EGC:THWN-2 #10 1 INSTALLER SPRI-CONNERICUT FOR UNGROUNDED SYSTEMS: • DC OCPD DISCONNECT BOTH CONDUCTORS OF EACH 1. DC CIRCUIT IS ISOLATED AND INSULATED FROM GROUND AND MEETS THE REQUIREMENT OF NEC 690.35. PROJECT RP-86264 SOURCE CIRCUIT. 2. SUNPOWER PROVIDED CABLES COMES WITH TWO(2)#12 AWG WIRE AND THIS IS BY DESIGN.NEUTRAL AND ADDITIONAL GROUND WIRE DATE DRAWN 08-22-2019 • UNGROUNDED CONDUCTORS MUST BE IDENTIFIED PER IS NOT REQUIRED FOR PROVIDED TRUNK AND EXTENSION CABLES. 210.5(C).WHITE FINISHED CONDUCTORS ARE NOT 3. SUNPOWER AC MODULES HAVE BEEN TESTED AND CERTIFIED TO UL 2703 FOR INTEGRATED GROUNDING AND HENCE A SEPARATE GROUND DRAWN BY ALBLANCO PERMITTED. WIRE IS NOT REQUIRED WITHIN THE ARRAY. DATE CHECKED 08-22-2019 4. USE ROW-TO-ROW GROUNDING CLIP PROVIDED TO GROUND ROWS OF MODULE.BOND SUB-ARRAYS BY RUNNING#6 AWG BARE CU WIRE AND GROUND LUGS AT A SINGLE POINT ON EACH SUB-ARRAY AND THEN TO THE JUNCTION BOX.REFER TO PVE-4 FOR ADDITIONAL CHECKED BY APATEL DETAILS. SCALE NTS leEr PVE-1 f ELECTRICAL CALCULATIONS Lu ° o � ut m o m S > } m N m In a m 3 a o a z ° o w a ° ° O z n N f� z ~ mw Z a � ° � u 1' Q f O S S J a U AC,BRANCH 1 AC,BRANCH 2 AC,SUBPANEL p z uQ '^ ROOF JCT BOX TO SUB-PANEL WIRING-BRANCH 1 #10 ROOF JCT BOX TO SUB-PANEL WIRING-BRANCH 2 #10 SUB-PANEL TO GRID-TIE WIRING 48 v u NUMBER OF MODULES PER BRANCH CIRCUIT 9 NUMBER OF MODULES PER BRANCH CIRCUIT 8 VOLTAGE 240 V VOLTAGE 240 V VOLTAGE 240 V SUM OF BRANCHES: IOUT TOTAL= 24.65 A BRANCH CURRENT: TOUT= 13.05 A BRANCH CURRENT: IOUT= 11.60 A MINIMUM WIRE AMPACITY:IMAX=IOUT x 1.25 30.81 A MINIMUM WIRE AMPACITY:IMAX=IOUT x 1.25 16.31 A MINIMUM WIRE AMPACITY:IMAX=IOUT x 1.25 14.50 A CONDUCTOR DE-RATING CONDUCTOR DE-RATING CONDUCTOR DE-RATING MAXIMUM AMBIENT TEMPERATURE 34'C MAXIMUM AMBIENT TEMPERATURE 34'C MAXIMUM AMBIENT TEMPERATURE 34'C TEMPERATURE USED FOR AMPACITY DE-RATING 34'C TEMPERATURE ADDER 22'C TEMPERATURE ADDER 22'C TEMPERATURE DE-RATING COEFFICIENT 0.96 TEMPERATURE USED FOR AMPACITY DE-RATING 56'C TEMPERATURE USED FOR AMPACITY DE-RATING 56'C FILL DE-RATING COEFFICIENT 1 TEMPERATURE DE-RATING COEFFICIENT 0.71 TEMPERATURE DE-RATING COEFFICIENT 0.71 IWIRE MIN=IMAX/TEMP COEFF/FILL COEFF 25.68 A FILL DE-RATING COEFFICIENT 0.80 FILL DE-RATING COEFFICIENT 0.80 WIRE SIZE AMPACITY=MAX OF(Imax OR Iwire_min) 30.81 A IWIRE MIN=IMAX/TEMP COEFF/FILL COEFF 22.98 A IWIRE MIN=IMAX/TEMP COEFF/FILL COEFF 20.42 A WIRE SIZE SELECTED BASED ON AMPACITY #8 WIRE SIZE AMPACITY=MAX OF(Imax OR Iwire_min) 22.98 A WIRE SIZE AMPACITY=MAX OF(Imax OR Iwire_min) 20.42 A AMPACITY AT TERMINATION(>WIRE SIZE AMPACITY) 50A WIRE SIZE SELECTED BASED ON AMPACITY #10 WIRE SIZE SELECTED BASED ON AMPACITY #10 CONDUCTOR SIZE #8 AMPACITY AT TERMINATION(>WIRE SIZE AMPACITY) 35A AMPACITY AT TERMINATION(>WIRE SIZE AMPACITY) 35A CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #8 CONDUCTOR SIZE #10 CONDUCTOR SIZE #10 VOLTAGE DROP AT 10 FT DISTANCE 1.15% CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #10 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #10 OVERCURRENT PROTECTION 40A,2P VOLTAGE DROP AT 85 FT DISTANCE 1.15% VOLTAGE DROP AT 85 FT DISTANCE 1.02% MINIMUM OCPD=IOUT x 1.25 30.81 A OVERCURRENT PROTECTION 20A,2P OVERCURRENT PROTECTION 20A,2P NEXT LARGER OCPD SIZE 40A MINIMUM OCPD=IOUT x 1.25 16.31 A MINIMUM OCPD=IOUT x 1.25 14.50 A NEXT LARGER OCPD SIZE 20A NEXT LARGER OCPD SIZE 20A Lu � Lu o LL o w � NL Y _j Q Z (f) U z _ I- p = a O LL ~ g 0 p z (i1 m ( LU CL Q LLJ a 3 U Q v Z p J w Lu p U o2S p Z z M d w Em g Q -c = O m o to o? o O z REVISIONS REV DESCRIPTION DATE DB Cl INSTALLER SPRI-CONNECTICUT PROJECT RP-86264 DATE DRAWN 08-22-2019 DRAWN BY ALBLANCO DATE CHECKED 08-22-2019 CHECKED BY APATEL SCALE S,EET PVE-2 f PLACARD SIGNAGE/SUNPOWER EQUINOX GROUNDING DETAILS W F o m en In � o 0 > > o+ N m 3 a o w t \ Z K U O G/ I a W I..a` O O O Z N N f D Z a O o w Z K Q V O = a a O o[ U SunPower InvisiMount""with R2R Grounding Clip U Ground Path and Compliance 1rVb-" i Rua. � w" 49* areow 4 5 t 37 CAUTION . f_ 2 - 8 POWER TO THIS BUILDING IS ALSO �_— , SUPPLIED FROM THE FOLLOWING ` -- - - -- ---- = SOURCES WITH DISCONNECT(S) Sou� cw0 ` �. `� LOCATED AS SHOWN : tin AC • DISCONNECT 1 Groundft 8e"roft to 09OA7(") 7nia UTILITY METER N Service Panel 690A7(D) W o 2 `Gro,e danel; 6"A(c) 1741 MAIN SERVICE U) ax Ground wire to PANEL _ " V) U Z J Z cn U Z_ Ground Lug to 69OA3(C) 2703 t Q = a u, Rall MA SMART UTILITY ° U) F Module game to VA,,�n rM3 REVENUE METER m o LL f a 0 0 Module Frame w a 3 U Q a z 5 Module Frame n/a 1703 SOLAR LOAD z ° W > > o Rail to 690A3(A) CENTER o Mid clam to 690A3(Q 2703 >_ Q z a 6 Module Frame s9oA3(D) PHOTOVOLTAIC cl� M o ARRAY ON ROOF m o Q 15 !5 g Module Frame to 690A3(A) 3 TRINITY ROW DO End Clamp to 690A3(n 2703 z Rail 6 .46XD) REVISIONS OOAXA) REV DESCRIPTION DATE DB C Rail to splice 690A3(0 2703 69OA3(D) INSTALLER SPRI-CONN ECTICUT PROJECT RP-88284 DATE DRAWN 08-22-2019 DRAWN BY ALBANCO DATE CHECKED OB-22-2019 FIGURE 1: SUNPOWER EQUINOX GROUNDING DETAILS FIGURE 2: PLACARD IDENTIFYING LOCATION OF DISCONNECTS AND POWER SOURCES CHECKED BY APATEL SCALE NTS SHEET PVE-4 F � a u O o 0 ELECTRICAL DATA & SPECIFICATIONS w m 5 r r o, rn 1n a m Z U o a w U HOTOVOLTAIC SYSTEM EQUIPPED Z U WITH RAPID • • Z 0PHOTOVOLTAIC POINT OF a F � � Q INTERCONNECTION . • U K U U WARNING: DA POWER /)� • SIGNAGE LOCATIONS: v' SOURCESECOND PHOTOVOL ; • MAIN SERVICE PANEL RATEDSYSTEM MAXIMUM AC• 24.65 A MAXIMUM OPERATING AC VOLTAGE: 240 V SOLARIFPV ••NOT RELOCATE SIGNAGE LOCATIONS: OVERCURRENT DEVICE • MAIN SERVICE PANEL • INDOOR/OUTDOOR SUBPANEL SIGNAGE LOCATIONS: • MAIN SERVICE PANEL • NEW INDOOR/OUTDOOR LOAD CENTER • INDOOR/OUTDOOR SUBPANEL PHOTOVOLTAIC AC DISCONNECT RATED AC• 24.65 A NOMINALOPERATING ACVOLTAGE: 240 V L W o SIGNAGE LOCATIONS: w F- un o w !I • INDOOR/OUTDOOR AC DISCONNECT (n Q O W U ~ LLJ r- Y H ul U Q 2 Q cjf _ a U 0 w Q f— i 0 0 Z VV Of w m 0 2 a V) Lu = LL J o-6 HH Cl- o U Q Q SIGNAGE NOTES � p Q Z H j >_ 1. MATERIAL USED FOR THE SIGNAGE SHALL BE REFLECTIVE, dS z Q O Z U WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. a ln� E g w 2. ALL SIGNAGE SHALL HAVE ALL CAPITAL LETTERS WITH m o = U w MINIMUM 3/8" LETTER HEIGHT, WHITE ON RED BACKGROUND. 00 � O Z 3. MAIN SERVICE DISCONNECT MARKING SHALL BE PLACED R E V I S I O N S ADJACENT TO MAIN SERVICE DISCONNECT IN A LOCATION REV DESCRIPTION DATE DE I Cs CLEARLY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED. 4. MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO NSTALLER SM-CONNECTICUT AVOID CUTTING THEM. MARKINGS SHALL BE PLACED EVERY PRO)ECT RP-aszsn 10', AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS, AND AT ALL DC COMBINER AND JUNCTION BOXES. DATE DRAWN 08-22-2019 DRAWN BY ALBLANCO 5. DO NOT USE SCREWS FOR SIGNAGE ATTACHMENT. USE DATE CHECKED 8-22-019 ONLY APPROVED ADHESIVE. CHECKED BY APATEL SCALE NTS SHEET PVE-3 ce INSTALLER NAME: w w o o 0 In a 1^ ap BRANCH VOLTAGES: 3 a r 3 z U a e w ICL1- m Z ^ w 2. a O z U ¢ f 3. °a _ _ J Da 4. o " � 5. u 6. O ACD O LEGEND & SYMBOLS: PV N-LC L�I ]UNCTION BOX GROUND LUG ASSEMBLY L R2R GROUNDING CLIP H TERMINATOR O SEALING CAP FEMALE CONNECTOR - - -- -- - - -- MALE CONNECTOR RAW TRUNK CABLE 2.0 m.TRUNK CABLE 1.3 m. TRUNK CABLE ONE CONNECTOR 2.3 m. TRUNK CABLE PER MODULE ROOF ONE :. Y7 MODULES of 1 p tl I 1 n 1 1 N 1 M 11 r W O WW (nO W11 I I II >- U) 0 ___ I n n 1 W H I 4 n u n it u n I J V Z [n U n nI n I = W a c LL U n ==4-===== ==-__ n n u n I Z N I u n 11 -===9r* -IL n n u I n n 4 • n v=_= h n n IY] ILL Z d Q 1 11 x 11 n I _- -_ '--__JL___ 1 n II n II II Ilr _ _ II IILLI 1 n n u ''L Wa 0 U J 1 n11 11 n u n u -_'i' _J Z W 0 O 1 u x x u I I n Q W tY Z O 1 u n n u n u n n I Z LL 1 n 11 11 n u u u I Q co 1 It If If nn u n } � Z 1Z-I 1 1 O It -_ u u u n n I � � F 4' _-'1�_-__ 11 ❑ n Q Y Q p Z L_ _ -J REVISIONS REV DESCRIPTION DATE DB CB INSTALLER SPRI-CONNECTICUT PROJECT RP-86284 DATE DRAWN 08-22-2019 N DRAWN BY ALBLANCO DATE CHECKED 08-22-2019 CHECKED BY ARATEL SCALE 13/84"-V-0" SHEET PVE-5 W w 0 o � a > o+ rn A-Series:A425 A415 A400 SunPowerD Residential AC Modulio j a N a ° w g Inverw Modell:SPWR-A4 @240 VAC CERTIFICATE OF COMPLIANCE Z o = _ � Peak Output Power 366 VA cl o t-' Max Continuous Output Power 349 VA Certificate Number 20190131-E478330 N u a e Nom.(L-L)Vottage/Rangez(v) 2407211-264 Report Reference E478330-20190131 ~ Max.Continuous Output Current(A) 14S Issue Date 2019-February-22 Max.Units per 20 A(L-L)Branch Circuit' 11 CEC Weighted Efficiency 97.0% Ncm.Frequency 60 Hz Issued to: SUNPOWER CORP Extended Frequency Range 47-68 Hz 77 RIO ROBLES AC Short Circut Fault Current Over 3 Cycles 58Afms SAN JOSE CA 95134-1859 Overvoltage Class AC Port III AC Port Backfeed Current 18 mA Power Factor Setting 10 This is to certify that AC Modules with integrated Grid Support Utility Interactive PowerFactor(adiustable; 0.7lead.7 07lag. representative samples of Inverter with Rapid Shutdown Functionality AC modules, Models: P.aazs,Ac SPR-M15-G-AC SPR-A4000-Ac Warranties •25-year limited power warranty SPR-A350-G-AC, SPR-A355-G-AC, SPR-A360-G-AC, Nom,Power s(Pnom) 425 W 415 W 400 W •25-year limited productwarranty SPR-A365-G-AC, SPR-A370-G-AC, SPR-A375-G-AC, Power Tol. +5/-0% +57-0% +5/-0% •UL 1703 SPR-A380-G-AC, SPR-A385-G-AC, SPR-A390-G-AC, Certifications 'UL 1741/I 47 Module Efficiency 22E 22.3 21.5 UL 1741.4C Module(Type 2 fire rated) SPR-A395-G-AC. SPR-A400-G-AC, SPR-A405-G-AC, Temp.Coef.(Power) -0.29967°C and Compliance 'UL 62109-171K62109-2 SPR-A410-G-AC, SPR-A415-G-AC, SPR-A420-G-AC, . Shade Tol. Integrated module-level max,power point tracking KC Part 15 Class BICES-0003 Class B SPR-A425-G-AC CAN/CSA-C22 2 NO.107.1-01 CA Rule 21(UL 1747 These AC modules include En phase -40°F to+185°F(-40°Cto+SS°q (includesVolvVarandReattivePowerPriority) hase inverter IQ7AS-66-ACM-US P Ul Listed PV Rapid Shutdown Equipment' (QIKH E341165) evaluated for CPUC rule 21 compliance, tested Max.Ambient Temp. 122°F(50°Q Wind:62psf.3000Pa.305kg/m'front&back Enables installation in accordance with: to the requirements in UL 1741 Supplement SA Max.Load Snow:125 psf.6000 Pa.611 1,g7m2 front •NEC 690.6(AC module) •NEC 690.12 Rapid Shutdown(inside and outside the array) Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 rrs) •NEC 690 15 AC Connectors,690 33(A)-(E)(1) When used with InvisiMount racking and InvisJMountaccessories Have been investigated by UL in accordance with the (UL2703): Standard(s) indicated on this Certificate. Solar Cells 66 Monocrystalline Maxeon Gen 5 •Module grounding and bonding through InvisiMount Front Glass High-transmission tempered glass with •Class Afire rated anti reflective coating When used with AC module Q Cables and accessones(UL 6703 and Environmental Rating Outdoor rated uLzz3eStandard(s)for Safety: UL 1741, Inverters, Converters, Controllers, and Interconnection • Ratedd for load break disconnect Frame Class black anodized(hlghestAAMArating) System Equipment for Use with Distributed EnergyResources. PID Test Potential-induced degradation free Y Weight 46SIbs(2tJ kg) UL 1703, Flat-Plate Photovoltaic Modules and Panels. Recommended Maz. 3 in(33 mm) 72.2(7835) Module5pacing Additional Information: See the UL Online Certifications Directory at 797(� 1 arrys(26O 5 696e efficient, ient ppoomparW t7 aCmore negnal Panel on sames¢ecl WWW.ul.eom/database for additional information arrays(260 W 16%efficient approx.1.6 m+),7.996 more energy per watt(based on PVSyst pan fides for avg.VS climate),0.5%lyr slower degradation rate(Jordan.et.al. 'Robust PV DegradatiLv Methodology and App4cation.'PVSC 2018). s _' 2Elascd on search ofdatasheet values fromwebsites of top 10 manufacturers per IHS,asof e I in.(mm) 7.2(30) January 2019. 301 rankin'Fraunhcfer PV Durability inti ative for Solar Modules Part3.'PWKhPower Only those products bearing the UL Certification Mark should be considered as being covered by UL's paper, 1SCampeau,Z.tt?al.'SmPmwModuleDegradation Rate,'Sun�cwcrwhite ! Certification and Follow-Up Service. a 4Factorysetto 1S47a-2014 ddaultsetrings.CA Rule2l default settings profileset during cornrrl5,loning. 5 Standard Test Conditions(1000 W/en'irradiance,XMt>.25'Q.NREL calibration standard: Look for the UL Certification Mark on the product. SOMS current LACCS FF and voltage All DC witage is hrilycontained within the module. 6 This product is UL Listed as PURSE and conforms with NEC 2014 and NEC 2017 690.12:and(22.1 2015 Rude 64218 Rapid Shutdown of PV Systems.for AC and DC conductors: when installed according to manufacturers instructions. REVISIONS See www.sunpower.corNPacts for more reference information. REV DESCRIPTION DATE oB CB Fa((Lire details,see extenAed da[ashee[www.,unpuwer.carr/da[asheets Speciflcatlats �� U 1 ' P ,-,, � ` included in ;Aatasheet are sut>jecttochange widreutno8ce rymYµ C F" w E R 'T^� (;,2019 Sun Power Corporation.All Rights.Rrserved.SUNPOWER the SUNPOWERIogoand Mtge `,J 1 etia r.n..nno�..o�,.nv N—Anwnca„C.rtlncrwn Proyam ■ MAXEON are registered trade mvia of SrnPower Corporation in theiJS.and other Y-66 F 4s,, repo z ,' Lt Lie L countries aswedl.1800-SUNPOWER -1 ease re a]:I.e<:rc,;and ns532628 for additional Any In/orm,tbna.w docun,nLion nvdvny UL Mr+.wv cn an p­+a on I»n,N o1 UL LLC.UL)a,nY wtNonaw I Lir ss,of UL nor pu,srbn,.phase 532618 RevA onn,ct,I—A UL C.-3 r.'R.,—ct.tlw,t hon°w canaaowvu oc,twny OPPORTUNITY Page 7 of 1 PROJECT DATE DRAWN DRAWN BY DATE CHECKED CHECKED BY SCALE SHEET PV MODULE SPECIFICATION SHEET AC MODULE CERTIFICATE OF COMPLIANCE