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32A-185 UNIT 1A 87 BRIDGE ST K'fT 1 A BP-2021-1288 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:32A- 185 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRAC TING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR WIRING BUILDING PERMIT Permit# BP-2021-1288 Project# JS-2021-001592 Est.Cost: $30037.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 111266 Lot Size(sq. ft.): 14810.40 Owner: POMBRIDGE MANOR LI.C: Zoning: URC(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 87 BRIDGE ST Applicant Address: Phone: Insurance: 311 WELLS ST- SUITE B (413) 772-8788 Workers Compensation GREEN FI ELDMA01301 ISSUED ON:5/5/20210:00:00 TO PERFORM THE FOLLOWING WORK:SOLAR SYSTEM UNIT 1A 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. 2 7- , • Certificate of Occupancy Signature1 I i Feerrs.pe: Date Paid: Amount: Building 5/5/2021 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Department use only City of Northampton Status of Permit. Building Departmerlq ///:;Curb Cut/Driveway Permit , � 212 Main. eet 9y ‹ pewer/Septic Availability Room 1000 A' -' ANater/Well Availability Northampton, MA' `(c-J wo Sets of Structural Plans ` phone 413-587-1240 Fax'''4 , 1272 Plot/Site Plans ika�SAFc Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, REN BATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: Map Lot Unit 87 Bridge St. Unit 1A, Northampton, MA Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Pombridge Manor LLC/Todd Marchefka PO Box 93 Northampton, MA 01061 Name(Print) Current Mailing Address: 413-237-5555 Telephone Signature 2.2 Authorized Agent: Willia Killough-Hill 311 Wells St. Greenfield, MA 01301 Nam Print) Current Mailing Address: 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 10012 (a) Building Permit Fee 2. Electrical 20025 (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) *f / 5. Fire Protection 6. Total= (1 +2 + 3+4+ 5) $30,037 Check Number If.3' /� This Section For Official Use Only Building Permit Number: 6 J Q) Q v De Isated: Signature: / % 5-6- 262 ) Building Commissioner/Inspector of Buildings Date buildingpermits @ pvsquared.coop EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side La 1 R:L_. --} 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 0 DON'T KNOW O YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES 0 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 O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES, then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5- DESCRIPTION OF PROPOSED WORK(check all applicable) New House n Addition ❑ Replacement Windows Alteration(s) n Roofing n Or Doors CI Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding [O] Other[El] Brief Description of Proposed Installation of racking system for solar PV Work: Alteration of existing bedroom Yes X No Adding new bedroom Yes X 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 followincq 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 , as Owner of the subject property PV Squared (Pioneer Valley Photovoltaics) hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. See Attachment A See Attachment A Signature of Owner Date PV Squared , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. William Killough-Hill Print N e Signature of wner/Ag Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name or License Holder: Daniel Gomez Gonzalez License Number 43 Hatfield St. Northampton, MA 01060 CS-111266 Address Expiration Date 03/14/2023 Signature / Telephone A\ 413-772-8788 9. Registered Home Improvement Contractor: Not Applicable ❑ Pioneer Valley Photovoltaics Cooperative Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA, 01301 140077 Address Expiration Date 413-772-8788 Telephone 09/15/2021 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 ❑ City of Northampton : Massachusetts ^4. • DEPARTMENT OF BUILDING INSPECTIONS F � t3 212 Main Street 'Municipal Building '� a Northampton, MA 01060 s'f iy. .;,-1°� 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: 87 Bridge St. Unit 1A, Northampton, MA (Please print house number and street name) Is to be disposed of at: Dumpster at PV Squared 319 Wells St. Greenfield MA (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: (Company Name and Address) 4/14/2021 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. gr' ea MARCHEFKA RESIDENCE N ® SITE MAP 3119.13 Wi 01301 87 BRIDGE ST UNIT IA - :L�!-, =y jCOnamaste - , Go SOLAR NORTHAMPTON, MA 01060 =`- r •�� l r.°, 4 nA. . �. PHONE:(413) 237-5555 ' �, 't t�+. r = - A w CD E-MAIL:TMARCHEFKA@COMCAST.NET � - t t' Q o 8.64KWDC ' • _ �• cn � � ROOF MOUNTED PHOTOVOLTAIC SYSTEM / - ' cn zo Q w PHOTOVOLTAIC SYSTEM DETAILS 1,.r a`�,'P ' w a_ • MODULES = SUNPOWER SPR-X22-360-COM 360W (24 PCS) _ E _ - • INVERTER = SOLAREDGE SE7600H US (I PCS) t . i coF— • RACKING SYSTEM = IRONRIDGE XR100 W/ QUICKFOOT "~ 1, Q • DATA ACQUISITION = SOLAREDGE CONSUMPTION MONITORING Z O Z AUTHORITY HAVING JURISDICTION N • BUILDING AUTHORITY = CITY OF NORTHAMPTON ® VICINITY MAP • CODE REFERENCE = 2020 NEC • ELECTRICAL UTILITY COMPANY = NGRID s 4>% a DESIGN CRITERIA f'i • DESIGN WIND LOAD = 114 MPH o? • DESIGN ROOF SNOW LOAD = 40 PSF ol'; • EXPOSURE CATEGORY = B Pt 'i- • HIGH TEMP (ASHRAE 2% HIGH) = 32°C 1 t \\\\)54-io. m�N >.• LOW TEMP (ASHRAE EXTREME LOW) = -20°C Qio•ROOF TYPE = ASPHALT SHINGLE z0,t owo a$aSHEET INDEX ` ? `•. •• vPV-G.0 COVER PAGE s1 PV-A.I ARRAY LAYOUT PV-E.I LINE DIAGRAM ...... CK LL1 w OPV-E.2 ELECTRICAL CALCSt. Ws. J a yPV-P.I PLACARDS O a Q z ROOF CONSTRUCTION • ROOF TYPE = ASPHALT SHINGLE / UNIT 2B / UNIT 1A / • • PV ARRAY = 422 SQUARE FEET • TYPICAL ATTCHMENT SPAN = 48' """°'°" • MAX ATTACHMENT SPAN = 83' EL namaste • MAX CANTILEVER = 33.2' N SOLAR • ATTACHMENTS SHALL BE o STAGGERED SO THE LOAD IS DISTRIBUTED EVENLY TO RAFTERS UNDERNEATH THE ARRAY U O Q O O MODULE CLAMP ZONES w 1 o MODULE MODEL.SPR-X22-360-COM a Z Q_ MODULE DIMENSIONS:61.4-X 41.2 7 D Z CLAMP BETWEEN: W 2'- 15.7"ON THE LONG SIDE N Z 2"- 15.7"ON THE SHORT SIDE Q O IA �,_� INVERTER LL c9 CL —r - ". -EXTERIOR = E Q - CC PV AC DISCONNECT V co ,, MOUNTING LOCATIONSFOR..LNPOWPR noou_P. ® -EXTERIOR N. *rEs t �--J I ES El YES 3 MAIN SERVICE PANEL CD -INTERIOR SMART METER �Z f } ®© -EXTERIOR UTILTY METER / MAIN DISCONNECT I. 1 . i i 1 . I I I I I I I I I I -EXTERIOR I ,I' •I 1 I' '1 :1 •I. I I'I: I• I. I I F • I • I- I 1 I .:•1 •1 •I• 1.1 1• 1 0 f 1. ,I 1- 1-I.1 1 1J .I I i 1 l I.i I I l 'i F I I I f•I ATTACHMENTS 1 I .I I• I. I .1. I I• 1 I. I I• I • •I I I. •I •I I I .I• I I I I 3a= wo 1 1 I I I .I m"1 I I •11 'I I• I I RAIL � F , I• 11 I• II •IiiIII1 I I 1 Cill 6I 1 I• .1 .I i • • 1 I I I Y. • • i 'I RAFTERS, 24' O.C. a Fay oo >a a `w ol_. I I I I 1 I I I I I 4. I I . 6£'3 4 ARRAY INFORMATION STRING CONFIGURATION >" D a Q STRING SIZE DOES NOT VARY 0 0 1 MOD QTY 24 STRINGS QTY Q } TILT 30° STRING 1 12 Q Q Z AZIMUTH 140° STRING 2 12 EQUIPMENT SCHEDULE GENERAL E O. KEY_CITY MAKE MODEL LOCATION NOTES I. PLACARDING AS REQUIRED PER 690.13,.15,.DI.SI,.53,.54, 24 SUNPOWER SPR-022-360-COM FLUSH MOUSIER TO ROOF PV MODULE .56.705.10,705.12 ",Ma„°Sub•4137-°near7b1WU°101 2 24 SOLAREDGE P400 MOUNTED ON RACKING POWER OPTIMIZER 2.PLACARD AT PETER INDICATING PHOTOVOLTAIC SYSTEM 3 .1 SOLADECK 0799-5G _UNDERNEATH ARRAY PV ROOF JUNCTION BOX,NEMA 3R CONNECTED' 4 SOLAREDGE SE7600H-US EXTERIOR DC DISCONNECT INTEGRATED INVERTER 3.SERVICE DISCONNECTS SHALL BE GROUPED AND/OR MARKED • namast8 5 `1 SQUARE D DU222RB EXTERIOR PV AC DISCONNECT,NEMA 3R.60A.240V,WITH AC SURGE CAPACITOR G CH LOCATIONL DESCRIPTION(S)NTINUUPER _ SOLAR L.GEC SHALL BE CONTINUOUS PER 250.64(C) co 6 I TBD TBD EXTERIOR PV PRODUCTION METER.LEVER BYPASS.200A,240V 5.PV WILL BE WIRED INTO BOTTOM OF PRODUCTION PETER. c 7 I TBD TBD MAIN PANEL.OPPOSITE SIDE OF MAIN BREAKER PV BREAKER,I X 40A/2P 8 I TBD TBD _INTERIOR MAIN SERVICE PANEL.225A BUS.200A MAIN.240V INTERCONNECTION:BREAKER IN MAIN PANEL 9 I TBD TBD EXTERIOR MAIN SERVICE DISCONNECT.200A.240V 10 I TBD TBD EXTERIOR UTILITY METER.200A.240V Ui O MAX CIRCUIT DISTANCE CONDUCTOR SCHEDULE Z Q 0O W DC WIRE LENGTH <ISO' KEY CONDUCTORS C4 PE TY LOCATION RACEWAY O / AC WIRE LENGTH <50' A 4-110,I-k6 EGC CU PV WIRE ARRAY FREE AIR W r cc y L-k10,I-RID(OR LARGER)EGC B CU THHN/THWN2 INT/EXT FMC/EMT Z D y 3/4'OR LARGER RACEWAY Y 2-k8.I-k10 NEUTRAL.I-k10 EGC C 3/4-OR LARGER RACEWAY CU THHN/THWN2 INT/EXT FMC/EMT CK Z E EXISTING w O in a Z g om = Et I- Q Cr o STRING OF Z 12 MODULES PV WIRED TO BOTTOM O} O OF PRODUCTION METER ® 10 V V V (_/ O 2 Qj 09 fi 5 40A/2P a —� ( / IN IN F mow f2 6, - 4 � . 1 El 1 4 1 1 1 8 [ STRING OF 12 MODULES Q w 4 Z_ 0 o ? z 0 ..A. MODULE SPECS&CALCULATIONS OPTIMIZER EXTREME OPERATING CONDITIONS ITEM NOTE/CALL UNIT DETAIL PARAMETER UNIT CALCULATED LIMIT LOCATION NORTHAMPTON.MA 01060 MAX INPUT POWER WATTS(W) 360 400 MI p•a:e.•sub:any m'Tee 01301 TEMP.AMBIENT HIGH(Rm.) ASHRAE 2% •C 32 MIN INPUT VOLTAGE VOLTS(V) 59.10 8 TEMP.AMBIENT LOW(TOO) ASHRAE EXTR.MIN •C -20 MAX INPUT VOLTAGE VOLTS(V) 78.57 80 TEMP.MODULE TEST(TTEST) MODULE SPEC •C 25 MAX SHORT-CIRCUIT CURRENT(Mc) AMPS(A) 6.48 '10 O namaste TEMP.DELTA LOW(TEELTA) THIN-TTEST •C -45 MAX OUTPUT CURRENT AMPS(A) 10.80 15 _ Go SOLAR MODULE MANUFACTURER MODULE SPEC SUNPOWER MAX OUTPUT VOLTAGE VOLTS(V) 60• o MODULE PART NUMBER MODULE SPEC SPR-X22-360-CON ...w..rzna .owP MODULE POWER STC(P) MODULE SPEC WATTS(W) 360 *OPTIMIZER OUTPUT/OUTAGE RANGE BETWEEN 5-53 VDC-STRING VOLTAGE IS REGULATED BY THE INVERTER(NOT T.- MODULE OPERATING VOLTAGE(VRF) MODULE SPEC VOLTS(V) 59.10 EXCEED 480VDCJ MODULE OPEN-CIRCUIT VOLTAGE(Voc) MODULE SPEC VOLTS(V) 69.50 -NOTE:CALCULATED VALUES ARE THE ABSOLUTE MIN/MAX OF ALL ARRAYS USING THIS POWER OPTIMIZER CONFIGURATION MODULE COEFFICIENT.VOLT/TEMP(COEFF) MODULE SPEC (%/•C)/100 -0.0029 -MAXIMUM STRING VOLTAGE ..80VDC(INVERTER RE TULLTED) 0 MODULE OPERATING CURRENT(IMP) MODULE SPEC AMPS(4) 6.09 I.I..I sO MODULE SHORT-CIRCUIT CURRENT(ISO) MODULE SPEC AMPS(A) 6.48 V Q O MODULE MAX VOLTAGE(VMAXM00) (V0C•VOC(TD•COEFF)) VOLTS(Dc) 78.57 CONDUCTOR SIZING CALCULATIONS Z - MODULE MAX CURRENT(IMAO) (MSc•1.25) AMPS(DC) 8.10 LAIC. A»ACITT W TEMP. FILLUJ I- RESULT KEY SIZE CWAL INSULATION RESULT(Al REED(AI OCPD YPE W/0 DEBATES DEBATE DEBATE MIN AMPACITY REO'D.PER NEC (Rua•1.25) AMPS(DU 10.13 T Q A WIO CU PV WIRE COU 40 0.96 0.80 30.72 15.00 INVERTER SPECS 8 CALCULATIONS TERM ss ss 18.75 In yg ITEM NOTE/GALL UNT DETAIL El ono CU THHN/THWN2 COU 40 0.96 0.60 30.72 5.00 W n INVERTER MAKE INVERTER SPEC SOLAREDGE TERM 35 35 18.75 Z INVERTER MODEL INVERTER SPEC 5E7600H-US C 08 CU THHN/THWN2 COU 55 0.96 I.00 52.80 32.00 Q Cl) Q t INVERTER MAX POWER,(WOE MAX) INVERTER SPEC WATTS(Ac) 7600 50 50 40.00 40A 7600 ) W I-- INVERTER INPUT S.(VDc MAX) INVERTER SPEC VOLTS(oc) 480 I) CONDITION OF USE(COU):(AMPACITY•TEMP.DEBATE•FILL DEBATE)VS.REO'D(IMAX) 0 a- 5 INVERTER OUTPUT V,(VAc NON) INVERTER SPEC VOLTS(Ac) 240 2)TERMINALS(TERM):OPACITY AT.TERMINALS,a.-REO'D.(IMAX-•1.25) . w 0 Z 9 INVERTER OUTPUT FREOUENCY INVERTER SPEC HERTZ 60 INVERTER OUTPUT CURRENT.(1Ac) INSERTER SPEC AMPS(AC) 32 NOTE:ALL WIRES SIZED*IQ OR LESS ARE IN COMPLIANCE WITH 240.4(D) V m DC OPTIMIZED INPUT VOLTAGE VOPT VOLTS(DC) 400 I- INVERTER PHASE INVERTER SPEC PHASE I CC INVERTER GRID TRIP SETTINGS Q Qt COMPLIANCE INVERTER SPEC lILI7Ll/IEEE 1547 c co O INVERTER GROUNDING INVERTER SPEC UNGROUNDED PICKUPS AND CLEARING TIMES L Z DEFAULT CLEARING INVERTER OTY INVOTY OTY 1 DEVICE SETTINGS PICKUP SETTING(DEFAULT) ADHERE TO REQUIRED DEFAULTS TIME(SECONDS) (YES/NO): MODULE CITY PER BRANCH CIRCUIT MODaTY CITY 12 MAX INPUT CURRENT PER STRING(Ovum) (MODGTY•WDC)/VOPT AMPS(DC) 10.80 UNDER FREQUENCY(BIU) 56.5 Hi 0.16 MAX OUTPUT CURRENT(IMAxAC) (IA01.25) AMPS(Ac) 40.00 POWER OPTIMIZER SPECS uroeR FREQLENcr(R1. 58.5 Hz 300 L. u ITEM NOTE/CALA UNIT DETAIL OVER FREQUENCY(810) 61.2 Hz 300 /, POWER OPTIMIZER MAKE OPTIMIZER SPEC SOLAREDGE L POWER OPTIMIZER MODEL OPTIMIZER SPEC P400 OVER FREQUENCY(810) 62.0 Hz 0.16 3 MAX INPUT POWER.(WEE MAX) OPTIMIZER SPEC WATTS(DC) 400 'O UI MIN INPUT VOLTAGE.(VOC MIN) OPTIMIZER SPEC VOLTS(Dc) 8 UNDER VOLTAGE(27) 50%OF NOMINAL 1.1 = MAX INPUT VOLTAGE.(VOC MAX) OPTIMIZER SPEC VOLTS(DC) 80 UNDER VOLTAGE(27) 88%OF NOMINAL 2 u 3 MAX SHORT-CIRCUIT CURRENT(ISO) OPTIMIZER SPEC AMPS(DC) 10.1 MAX OUTPUT CURRENT OPTIMIZER SPEC AMPS(DC) IS OVER VOLTAGE(59) 110%OF NOMINAL 2 3 H z 2 0. LS OVER VOLTAGE(59) 120%OF NOMINAL 0.16 a STRING CONFIGURATION GROUNDING CALCULATIONS m ce t a N z DC EGO.PER NEC 690.45A.TABLE 250.122 STOOKS OTY MODULES o0TINIZERS 'I T c L C n o MSc=6.48A CO ISA-MIN HIUAWG CU INTERCONNECTION CALCULATIONS ,D USING WIG CU MIN W/BONDING LUGS AT ARRAY STRING I 12 SPR-X22-360-COM SOLAREDGE-P400 z .. AC EEC.PER NEC 690.45A.TABLE 250.122 -MAIN SERVICE PANE i.0 <i a it STRING 2 12 sPR-X22-bo-coM SOLAREDGE-P400 BUS UNIT PANEL MAX OCPD IN SYSTEM=LOA V.BOA-MIN f10AWG CU BUS RATING AMPS 225 - V.:h USING R10 AWG CU FOR AC EGC MAIN DISCONNECT AMPS 200 ).. u.L7 0 ALLOWED PV PER NEC AMPS 70 PV OCPD USED AMPS 40• •DACKFED BREAKER U N ' N• Et U IA T H J o Q w U 2 CL J LLI •. A.eD, a ' ,: PHOTOVOLTAIC ' WARNING PANEL FED BY lipt, POWER SOURCE P.M.KIMM .ONO' PV AND UTILITY DC DISCONNECT OUTPUTn � CONNECTION w CV namaste NEC 690.NB) PT16AQ4 Q11 ,AGATE _ O SOLAR PLACARDS)LOCATED ON DC IMCD.E. _ L L AC AND.,Lc_n TED ON MAIN, ANEL AND eNr,O,NEL NEC]05.12(8)(3)(2): I LABEL LOCATED AT PV MENU, MAXIMUM SYSTEM VOLTAGE MUM PHOTOVOLTAIC CI CIRCUIT CURRENT w UQ _I MAX RATED C06160L EE IF INSCURRENTALLED AC DISCONNECT w H o THE CHARGE CONTROLLER IF INSTALLED I- NEC 690.53. NEC 690.13(8J LABEL(S)LOCATED ON OC DISCDNIECT I PLACARD(S)LOCATED AT AC RISCORt1ECT uJ ' o n z PHOTOVOLTAIC AC DISCONNECT WARNING V' w MAXIMUM AC OPERATING CURRENT. 32.00A PHOTOVOLTAIC W p E POWER SOURCE NOMINAL OPERATING AC VOLTAGE 240V U m = b NEC 690.31(DX2) /A/ NEC 690.54 LABELS LOCATED ON ALL PV SOURCE/OUTPUT ENCLOSURES INSIDE LL E�L� I PLACARD(S)LOCATED ON AC DISCONNECT BUILDING Q ^ LL r O Z RAPID SHUTDOWN SWITCH PHOTOVOLTAIC FOR SOLAR PV SYSTEM SYSTEM CONNECTS NEC 690.128690.56: iii I PLACARD LOCATED ON AC DiSCOMECT .1 5 NEC90.E4: I LABELS)LOCATED INSIDE MAIN K PANEL LAR _ kr, WITH RAPID SHUTDOWN. S_ 085 ELECTRICAL SHOCK HAZARD TURN RAPID SHUTDOWN , , g§ _ SWITCH TO THE S&S L+ DO NOT TOUCH TERMINALS. 'OFF'POSITION TO m%yl >6 z SHUTDOWN PV SYSTEM TERMINALSONBOTHLINEAND AND REDUCE e;o iaN LOAD SIDES MAY BE ENERGIZED SHOCK HAZARD ¢ IN ARRAY ~ C IN THE OPEN POSITION. w $ C�a• i NEC 690.12 6 690.56 m 1 v• E I PLACARD LOCATED AT RAPID SHUTDOWN SERVICE DISCOMECT � ^CI Lu o U C L.L ZE V , 1 • Q O > **ALL PLACARDING TO COMPLY WITH THE 2020 NATIONAL ELECTRICAL CODE** Q 0_ E C 13 -� r 'm/^� 3 V' D 0 N C <m N n A P T IIII ® N 7' Z pm l pm p p�m A y A y O^ A T ® m A A m y N .. `+ O (A OZ !l SI T E SYSTEM DETAILS A 64UW DC DESIGNER oRrapc-o • 24 SUNPOWER SPR-X22-360-COM.360W MODULES PLACARD • ISOLAREDGESE7600Ni5INVERTER MARCHEFKA RESIDENCE �� 11 NOT TO SCALE CONTACT: MATTVALLIERE 87 BRIDGE ST UNIT IA ° �A\I M13)992VSOUARED.000P NORTHAMPTON, MA 01060 - po ,li O. PV 1 \.I (A13)042-7252 N =f DESIGNER:TORRIN GLICK (DD. tl SOAR INDIVIDUAL PERMIT PACKAGE SST SAFTEY •Y2AESUNPOWERSPR-X22--360-COM,360W MODULES DESIGNER Ro:T^u • I SOLAREDGE SE7600H-US INVERTER ' g v PLAN N MARCHEFKA RESIDENCE Ill 0 'a NOT TO SCALE CONTACT. MATT VALLIERE 87 BRIDGE ST UNIT IA ,i & ;,,,�>.` • (LA3)9 7P6PARED.000P NORT AMPTON, MA 01060 q go mlg °a• co DESIGNER.TORRIN GLICK r „ g SOLAR INDIVIDUAL PERMIT PACKAGE 20'- 1 1„ 2 / . , ______ ._._ • i 1 • I CD LO __ IN - • • 1 • \ • \ • • • D D D n D rn o �n 3 iv rn z o o o SYSTEM DETAILS'.8.6LKW DC • DESIGNER S CONTRACTOR STRINGS •• ISO pL REDGE24 RSE76002M US INVERTER 360W MODULES . �e i AND DIMS MARCHEFKA RESIDENCE z op F o NOT TO SCALE CONTACT: MATT 87 BRIDGE ST UNIT IA y° La, 0�; MONTACT, MATT VALL0P PV-N.3 L6)992-725t NORTHAMPTON, MA 01060 spA p3 DESIGNER:TORRIN GLICK l'; • I SOLAR INDIVIDUAL PERMIT PACKAGE fP AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above, and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. I will allow any photographs or videos of this project to be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes.A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. 1 a`zke Cr 5fir_ Printed Name Date Sig ture Title ?cdcc Proposal and Agreement f7 00016233 Page 7 of 12 Pombridge Manor LLC-February 4,2021 AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above,and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. I will allow any photographs or videos of this project to be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes.A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. Printed Name Date Pvt).-44- Sig Lure Title Proposal and Agreement#00016232 Page 7 of 12 Pombridge Manor!IC-February 4,2021 -4 ,,.141411.�� ,,s, .Ili-/11M= iiU► i11\�. =i/1►„Gu _ ,Milli iamm.���� -_._. R I II II , II JACOB SMITH ENGINEERING & DESIGN January 18' 2021 To: No :er Contractors Mr. 'avid Claxton 115 Olive Street Eas 1 ampton MA 01027 i ( Re: Roo 4tructure capacity for Photo Voltaic loading: Po •tidge Manor LLC 87 :. 89 Bridge Street Unit. A&B No 'I ampton MA 01060 Mr. David 4 xton You ave requested that I review the existing structural capacities of the existing roof framing located at the southe.• face of the gable roof structure associated with the residential 2-faimly structure located at the address indi ated above. On -nuary 14th, 2021 we visited the address indicated above to observe the existing roof framing. This roof struct i, 'is a gable with valleys at the north side. The pitch appears to be 5 or 6/12. The roofing materials is asphalt shin:le. The southeast roof structure consists of conventional SPF#1/#2 2x10 rafters at 16 inches on center. The afters receiving the proposed new photovoltaic panels are two-span continuous with two eleven foot spans. e center support consists of a 2x6 bearing wall to a flush beam below. Rafter lateral bracing is provided by roof sheathing, drywall, and rafter blocking. The -xisting roof dead loads are roughly 15 psf. 2015 International Residential Code and the 9th Edition Massachuse is State Amendments specify a minimum ground snow load of 40 psf and a minimum flat roof snow load o' 35 psf. Ass ming worst case snow loading of drift loading at that side, a cold roof condition and a site exposure "B" and pa sally sheltered as defined by ASCE-7. The roof applied snow load I have considered is 40 psf. The photo voltai•array will add 4-5 psf of dead load. Giv• i the existing structural conditions and code required loading described above. The two-span 2x10 rafters that 'sr the southeast roof structure at the address above have the required capacity for code prescribed loads and th additional loading of a photo voltaic array. Please see that attach calculation for reference. Please do not hesitate to contact me with any questions. Respectful) , ;.� . // (* - Jacob Smit, ngineering and Design, Inc. / J` 'ic. B y i Jaco.'F. Smith,P.E. 8 COATES AVENUE; SOUTH DEERFIELD, MA 01373 )AKE @THAYERSTREETASSOCIATES.COM VOICE 413-397-3441 FAX 413-665-1142 /iI COMPANY PROJECT � I WoodWorks® SOFTWARE FOR WOOD DESIGN Jan. 18, 2021 13:30 Beam 1 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load 1 Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End 1 Dead Full Area No 20.00 (16.0") psf 2 I Snow Full Area No 40.00 (16.0") psf Self-weigl4t Dead Full UDL No 2.8 plf Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) : 24.362' ` F:_,,.---7.....---------7---------- 0' 11.074' 22.147' Unfactored: Dead 140 429 140 Snow 234 716 234 Factored Total 373 1145 373 Bearing: F'theta 472 472 472 Capacit Joist 373 1145 373 Suppor 617 1454 617 Des rat Joist 1.00 1.00 1.00 Support, 0. 60 0.79 0.60 Load cotnb #2 #2 #2 Length 0.53 1.24 0.53 Min req 0 0.53 1.24 0.53 Cb 1.00 1.30 1.00 Cb min 1.00 1.30 1.00 Cb support 1.25 1.25 1.25 Fcp sup 625 625 625 Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports: All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 24.36'; Clear span: 11.917', 11.917'; Volume =2.3 cu.ft.; Pitch: 5/12 Lateral support: top= continuous, bottom =continuous Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. WARNING: Member length exceeds typical stock length of 18.0 [ft] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam1 WoodWorks®Sizer 2019 (Update 1) Page 2 Analysis v'. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 52 Fv' = 155 psi fv/Fv' = 0.34 • Bending fb = 412 Fb' = 1273 psi fb/Fb' = 0.32 Bending( ) fb = 733 Fb' = 1273 psi fb/Fb' = 0.58 Live Defl'n 0.06 = < L/999 0.60 = L/240 in 0.11 Total Defl'n 0. 12 = < L/999 0.80 = L/180 in 0.15 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 - 1.15 1.00 1.00 - 2 Fb'- 875 1.15 1.00 1.00 1.000 1.100 - 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' .51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S Bending(+) : LC #2 = D+S Bending() : LC #2 = D+S Deflectidn: LC #2 = D+S (live) LC #2 = D+S (total) Bearing : Support 1 - LC #2 = D+S Support 2 - LC #2 = D+S Support 3 - LC #2 = D+S D=dead L live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 CALCULATI NS: V max = 45, V design = 485 lbs; M(+) = 735 lbs-ft; M(-) = 1307 lbs-ft EI = 138 50e06 lb-in^2 "Live" d flection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWoriks analysis and design are in accordance with the ICC International Building Code(IBC 2018), the National Des1i n Specification (NDS 2018), and NDS Design Supplement. 2. Please ve i y that the default deflection limits are appropriate for your application. 3. Continuo+pr Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 0', 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lum aer bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. Conirnonwealth of Massachusetts Division DI Professional Licerasure Board of Building Regulations and Standards Constructs h upervisor CS-111266 Expires: 03/114/2023 DANIEL GOMEZ-GONZALEZ 43 HATFIELD STREET NORTHAMPTON MA 01060 -4 410 ' Commissioner do K. . . //i' >/ilip/ii/(Y/f(r(Wi .,lea4 0Y44 elk Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Supplement Card 140077 PIONEER VALLEY PHOTOVOLTAICS COOP Re 311 WELLS ST SUITE B piration:Expiration: 09/15/2/15(2021 GREENFIELD,MA 01301 Update Address and Return Card. SCA I O 201.1-05.1 7 .//i /,rii,vi�wriewtd/. .�. jif�Ui�ii•.r// Office of Consumer Affairs 8 Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supplement Card before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 140077 09/15/2021 1000 Washington Street -.Suite 710 Il I PIONEER VALLEY PHOTOVOLTAICS COOP Boston,MA 02118 MAYAFULFORD • 311 WELLS ST SUITE B ti!i.,e9",' sC»ram/' �� • GREENFIELD,MA 01301 of vali ithout signat e Undersecretary DATE(MM/DD(YYYY) ACORO® CERTIFICATE OF LIABILITY INSURANCE ki....----- 12/22/2020 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 Kathy Parker NAME: Webber&Grinnell PHONE (413)586-0111 FAX (413)586-6481 (A/C,No,Ext): (A/C,No): 8 North King Street E-MAIL kparker@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 8 Northampton MA 01060 INSURERA: Ohio Casualty/Liberty 24074 INSURED INSURER B: Ohio Security/Liberty 24082 Pioneer Valley PhotoVoltaics Cooperative,Inc. INSURER C: Continental Indemnity/AUW Attn:Kim Pinkham INSURER D: 311 Wells Street,Suite B INSURER E Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER: CL20122214681 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP W (Y LIMITS LTR INSD VD POLICY NUMBER (MM/DDYYY) (MM/DD(YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 REND CLAIMS-MADE X OCCUR PREMISESDAMAGE TO(a occE ence) $ 300,000 MED EXP(Any one person) $ 15,000 A BKS57072282 01/01/2021 01/01/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT PRO LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ B - OWNED v SCHEDULED BAS57072282 01/01/2021 01/01/2022 BODILY INJURY(Per accident) $ AUTOS ONLY /", AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY ,(Per accident) Underinsured motorist $ 300,000 UMBRELLA LIAR Vv"'�""� REN E 5,000,000 OCCUR EACH OCCURRENCE $ - A - EXCESS LIAB CLAIMS-MADE US057072282 01/01/2021 01/01/2022 AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH PEATUTE ER AND EMPLOYERS'LIABILITY Y/N 1,000,000 C ANY PROPRIETOR/PARTNER/EXECUTIVE N NIA 375928710101 01/01/2021 01/01/2022 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (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 $ Business Pers Property $1,820,700 Commercial Property A BKS57072282 01/01/2021 01/01/2022 Installation $25,000 Transportation $75,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Worker's compensation includes MA and NY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Proof of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Illy.. y- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts _*v, l�ifl, Department of Industrial Accidents f =IBI li 1 Congress Street,Suite 100 I. CE Boston,MA 02114-2017 ' � �41www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual): Pioneer Valley PhotoVoltaics Cooperative Inc. DBA PV Squared Solar Address:311 Wells Street, SuiteB City/State/Zip: Greenfield MA 01301 Phone#:413-772-8788 Are you an employer?Check the appropriate box: Type of project(required): 1.1=1 I am a employer with 48 employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition 10 ❑Building addition 4.❑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.❑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.❑ROOF repairs 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. 14.0 Other Solar PV 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. :Contractors 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:Continental Indemnity/AUW Policy#or Self-ins.Lic.#:37-592871-01-01 Expiration Date:01/01/2022 Job Site Address:87 Bridge St. City/State/Zip:Northampton, MA 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 ce :r t e es 'nd penalties of perjury that the information provided above is true and correct. 109. Signatu . p�=� Date: Phone#:413-7 -87 8 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#: ' ..4... 11111Rilik: "— allIMI P' . i IIMINIIIIIIll SunPower X-Series Commercial Solar Panels I X22-360-COM HelixTM Roof Compatible Modules High Performance& Excellent Reliability Factory-installed clips enable tool-free panel . installation,decreasing installation time and : . . . 022 minimizing business disruption.' SERIES • More than 22% Efficiency • Captures more sunlight and generates more power than conventional panels. Maximum Performance . Designed to perform in demanding real-world SPR-X22-360-COM conditions of high temperatures,partial shade from overhead wires,and low light.23,5 6 Highest Efficiency Commercial Grade Generate more energy per square foot Intended for commercial sites where maximum X-Series commercial panels convert more sunlight to electricity by producing energy production is critical. 38%more power per panel2 and 70%more energy per square foot over 25 years2.3;a /', Highest Energy Production' Produce more energy per rated watt More energy to power your operations.High year-one performance delivers 8-10%more energy per rated watt.3 This advantage increases over time, kibi'lliwillF ' producing 219.6 more energy over the first 25 years to meet your needs.4 Maxeon Solar Cells:Fundamentally better >✓ 120% 21% Engineered for performance,designed for reliability. 3 More Energy 110% Per Rated Walt c I • 100%Engineered for Peace of Mind o 90% 36%more, Designed to deliver consistent,trouble-free 80% year25 energy over a very long lifetime.4,5 c 70% Conventional ✓ 60% y Designed for Reliability f; 50% 0 5 10 15 20 25 The SunPower Maxeon Solar Cell is the only cell Years built on a solid copper foundation.Virtually 10% • Maintains High 5 - Power at High Temps impervious to the corrosion and cracking that 8% degrade conventionalpanels.4 , No Light-Induc ed 6% Degradation' High Average Watts Same excellent durability as E-Series panels. is 4% ///////////////I Better Low-Light and #1 Rank in Fraunhofer durability test.10 Spectral Response 100%power maintained in Atlas 25+ 2% High-Performance c Anti-Reflective Glass comprehensive durability test.11 o% Datasheet S U N P W E R i { .t - ,r►1.�-I. _` 4 _ea. ~ S i.• ,---, li p .t J— — ---__ „ —44 ww�:.www�... ------ -- 7mimmilmilim, : — . . 4. -.7.. • SunPower® X-Series Commercial Solar Panels I X22-360-COM SunPower Offers The Best Combined Power And Product Warranty Power Warranty Product Warranty 100% 95% , 90% 85% Traditional Traditional 80% Warranty Warranty 75% 0 5 10 15 20 25 0 5 10 15 20 25 Years Years Conventional panel"linear"warranty More guaranteed power:95%for first 5 years, Combined Power and Product defect 25-year coverage 9 0.4%/yr.to year 258 Tests And Certifications SPR-X22-360-COM Standard Tests14 UL1703(Type 2 Fire Rating),IEC 61215,IEC 61730 Nominal Power(Pnom)12 360 W Quality Certs ISO 9001:2008,ISO 14001:2004 Power Tolerance +5/-3% RoHS,OHSAS 18001:2007,lead free,REACH EHS Compliance Avg.Panel Effld SVHC-163,PV ency13 22.2% Cycle Rated Voltage(Vmpp) 59.1 V Ammonia Test IEC 62716 Rated Current(Impp) 6.09 A Desert Test 10.1109/PVSC.2013.6744437 Open-Circuit Voltage(Voc) 69.5 V Salt Spray Test IEC 61701(maximum severity) Short-Circuit Current(Isc) 6.48 A PID Test Potential-Induced Degradation free:1000 V10 Max.System Voltage 1000 V UL 8,1000 V IEC Available Listings UL,TUV,JET,CEC Maximum Series Fuse 15 A • Operating Condition And Mechanical Data Power Temp Coef. -0.29%/°C Temperature -40°F to+185°F(-40°C to+85°C) Voltage Temp Coef. -167.4 rnV/°C Impact Resistance 1 inch{25 mm)diameter hail at 52 mph(23 m/s) Current Temp Coef. 2.9 mA/°C Appearance Class B REFERENCES: Solar Cells 96 Monacrystalline Maxeon Gen III 1 Helix-compatible modules may not be compatible with other racking systems. 2 All comparisons are SPR-X21-345 vs.a representative conventional panel:250 W,approx.1.6 m2, Tempered Glass High-transmission tempered anti-reflective 15.3%efficiency. - - Junction Box IP-65,TE(PV4S), 3 Typically 8-10%more energy per watt,BEW/DNV Engineering"SunPower Yield Report,"Jan 2013. 4 SunPower 0.25%/yr degradation vs.1.0%/yr cony.panel.Campeau,Z.et al."SunPower Module Weight 41 lbs(18.6 kg) Degradation Rate,"SunPower white paper,Feb 2013;Jordan,Dirk"SunPower Test Report,"NREL; Wind:50 psf,2400 Pa,244 kg/m2 front&back Max.Load Snow:112 psf,5400 Pa,550 kg/m2front q1-za15. S"SunPower Module 40-Year Useful Life"SunPower white paper,May 2015.Useful life is 99 out of Frame Class 2 silver anodized;.stacking pins .100 panels operating at more than 70%of rated power. 6 Highest of over 3,200 silicon solar panels,Photon Module Survey,Feb 2014. 7 1%more energy than E-Series panels,896 more energy than the average of the top 10 panel 4- 1565 mm[61.6_In] —> companies tested in 2012(151 panels,102 companies),Photon International,Feb 2013. - 1559 mm[61.4In]-- - FRAME PROFILE 8 Compared with the top 15 manufacturers.SunPower Warranty Review,May 2015. r - - • 9 Some restrictions and exclusions may apply:See warranty for details. i 10 X Series same as E Series,5 of top 8 panel manufacturers tested in 2013 report,3 additional 'isi T. E panels in 2014.Ferrara,C.,et al "Fraunhofer PV Durability Initiative for Solar Modules:Part 2".Photovoltaics International,2014. :- - Q LJ■ 4'J I�i 11 Compared with the non-stress-tested control panel.X-Series same as E-Series,tested in Atlas E E F 25,Durabilty test report,Feb 2013. - - 4 N - 12-Standard-Test Conditions(1000 W/mz irradiance,AM 1.5,25°Cl.NREL calibration Standard: 4x(B) o 0 138mm zzarmm (ai SOMS current,LACCS FF and Voltage. `A 1 uzsn) tob7131n) - 13 Based on average of measured power values during production. I 14 Type 2 fire rating per UL1703:201.3,Class C fire rating per UL1703:2002. (Al Stacking Pins 4x398 mm (B)Optional Helix-compatible flanges 05,7 In](A) Please read the safety and installation guide. Clips installed on Helix Roof compatible modules only. Clips are not removable and may not be compatible with non-Helix-branded racking See wvwv.sunpower.com/facts for mole reference information. For moredetais,see extended datasheet:www.sunpower:com/datasheets. Document#516038 Rev C/LTR US i l l l r I iI I 'i i• l i l l 1. I n I .I l ll ,� l n l a �l I u il i I, I,r i l SUNP WER ,,qii I l i ni Cut Sheet IRON RIDGE XR100 Rail Seejojti A • [ \) Rail Section Properties Property Value Total Cross-Sectional Area 0.582 in2 .66 Section Modulus (X-axis) 0.297 in3 .46 Moment of Inertia (X-axis) 0.390 in4 Moment of Inertia (Y-axis) 0.085 in4 Torsional Constant 0.214 in3 Polar Moment of Inertia 0.126 in4 1.99 APPROVED MATERIALS: 2.44 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 2.34 (34,000 PSI YIELD STRENGTH MINIMUM) 1 .58 I — 1.2` Clear Part Black Part Description/Length Material Weight Number Number XR-100-132A XR-100-132B XR100, Rail 132"(11 Feet) 7.50 lbs. XR-100-168A XR-100-1688 XR100, Rail 168"(14 Feet) 6000'Series 9.55 lbs. XR-100-204A XR-100-204B XR100, Rail 204"(17 Feet) Aluminum 11.60lbs. v1.1 , Cut Sheet isrfAit IRON RIDGE XR100 Bonded Splice ,,:,,,...:4,_;.,' XR-100 RAIL ,,,../, ../.,.••• ,/./77.7°.,4) ' ' 12.0 k O XR-100-SPLC-BD KIT, XR100 BONDED SPLICE1 or 0 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling /II 1.24 —0— .63 —t— 1.93 I 31 mai rIA ffiliiiiiii* 0.42 .15 i .93 f #12-14 TYPE "B"THREAD Property Value Property Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear v1.0 v) Z QuikFoot PRODUCT GUIDE Exploded Product View/B.O.M. - 1 Installation Instructions - 2 Cut Sheets - 3 Specifications -4 I . . s • F � �A r ;Oa EcoFasten So1ar� v QuikFoot— Product Guide Exploded Product View, Bill of Materials Materials Needed For Assembly 711:70,4 Item No. Description of Material/Part Quantity 1 QuikFoot Base Plate 1 2 Fastener(Length to be determined) 2 ct © > y .1. 3 QuikFoot Flashing 1 4 EPDM Washer 1 O5 L-102-3"Bracket*(other options available) 1 cipO 6 5/16"EPDM Bonded 18.8 SS Washer 1 7 3/8"Stainless Steel Hex Nut 1 3 O 011) CA Required Tools tt i w o o 416 L w o J CQ© d D D tr v4 gilkik-,....__N. . ,..... ,,,,,,i, 4114. 000.00011 877-859-3947 EcoFasten Solar®All content protected under copyright.All rights reserved.10/09/14 1.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166.713 B2 8.146,299 B2 8,209,914 B2 8.245,454 B2 8,272,174 B2 8,225,557 B2 QuikFoot— Product Guide Cut Sheets: QF-AL-Base 2X 0 .33in [8.38mm] _. A tit —1 Ci) 01016 0 cNi vi 0,5 ,...,; CA O tt O 1 .50in V [38.10mm_ cillil 3/8"-16 Stud v-or E E 4 �4 QF-M : 1 .5" QF-L 1 .75" t I • i 1 877-859-3947 EcoFasten Solar®All content protected under copyright.All rights reserved.10/09/14 3.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8.153,700 B2 8.181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 QuikFoot— Product Guide Cut Sheets: QFL-81 2 R.38in [9.53mm] 0..032in [ 81 mm] Wmili Cr - .. CO imi CA 12.00in [304.80mm] rT 0_, 1 3.00in Y D44�a b [ 76.20mm] =J I aD S1an°`ocan ' 4oa 1.-J .SOin � � _ 8.00in [ 12.70mm] [203.20mm] 877-859-3947 EcoFasten Solar®All content protected under copyright.All rights reserved.10/09/14 3.2 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166.713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 QuikFoot- Product Guide Cut Sheets: Bracket Options-SCL-101-3 3/8" 1 7 1111110 co A CI 46 SERRATIONS limm Ur) c,-) Z ;•0 \ v 1111) LO VJ I ; Rl/16" 1 7/8"01111104 1 4" o0 -- 3/4" -- 1/16„ iiid o R.005 R.010 � 2X R.01 d jr›- + 006 E { 4 ✓ 0 7/8" X 82° DETAIL A SCALE 3:1 877-859-3947 EcoFasten Solar"All content protected under copyright.All rights reserved.10/09/14 3.7 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8.181,398 B2 8,166.713 B2 8.146,299 B2 8,209,914 B2 8,245,454 B2 8,272.174 B2 8,225,557 B2 QuikFoot- Product Guide Specifications PART 1 -GENERAL 1.1 SUMMARY 1.3 SUBMITTAL A. WORK INCLUDES A. Submit manufacturer's written specifications. B. Base plate is 6000 series aluminum with one 1. QuikFoot base plate attachment bracket that B. Submit standard product cut sheets. PEM Type Press-In Stud 18.8 SS. attaches directly to the roof deck. C. Submit installation instructions. C. Fasteners to be compatible with chosen roof 2. Provide appropriate bracket and fasteners application and meet specified pull out values D. Submit product specific load test data,showing PP� P for the roof system. ultimate and allowable load values specific to as shown in load test data. tilt B. RELATED SECTIONS the roof deck specified for the project. D. Counter flashing is.032 gauge aluminum em- bossed Section 07600:Flashing and Sheet Metal bossed to accept shape of stainless steel base 2.Section 07500:Roofing 1.4 QUALITY ASSURANCE plate O 3.Division 1:Administrative and Procedural Requirements Installer to be experienced in the installation of specified roofing material for no less than 5 years in 2.3 FINISH C/D 4.Division7:Thermal and Moisture Protection the area of the project. 1.2 SYSTEM DESCRIPTION A. Bracket is mill finish aluminum A. COMPONENTS: 1.5 DELIVERY/STORAGE/HANDLING B. Base flashing-Black-kynar painted Z1. QuikFoot system consists of aluminum Inspect material upon delivery.Notify manufacturer bracket and base plate with(1)stainless steel within 24 hours of any missing or defective items. PART 3 -EXECUTION CI) stud,(1)stainless steel nut,(1)EPDM washer Keep material dry,covered,and off the ground until and(1)bonded stainless steel and EPDM installed. 3.1 EXAMINATION washer. A. Substrate:Inspect structure on which brackets 2. Fasteners PART 2 -PRODUCTS are to be installed and verify that it will with- A.To be of metal compatible with QuikFoot stand bracket. 2.1 MANUFACTURER any additional loading that maybe incurred. B.Fasteners should be selected for compat- ibility with the roof deck. 289 Harrel Street,Morrisville,VT 05661 B. Notify General Contractor of any deficiencies O C.Fastener strength should exceed or be (877)859-3947 before installing EcoFasten Solar brackets. equal to that of the allowable load of the (877)8 www.ecofastensolar.com CM) C.C. Verify that roofing material has been installed system.See test data at 2.2 MATERIALS correctly prior to installing solar attachment 44 www.ecofastensolar.com A. Attachment Bracket brackets. 3. Sealant(if required by roof manufacturer): 6000 Series Aluminum(choose one) to be roof manufacturer approved. 3.2 INSTALLATION FAQ' 4. Aluminum counter-flashing 1.CP-SQ-Slotted A. Comply with architectural drawings and project 5. Aluminum attachment bracket 2.F-111-A engineer's recommendations for location of Q D 3.P 3 CSK system.Comply with Manufacturer's written in- 404 B. DESIGN REQUIREMENTS: 4.SCL-101-3 stallation instructions for installation and layout. 1. Bracket spacing to be recommended by 5.L-102-3" project engineer. 6.L-102-6" 2. Install a minimum of two fasteners per 7.Z-101 : base plate. 8.Comp Slide 3. It is important to design new structures or 8.Custom . assess existing structures to make sure that they can withstand retained loads. 877-859-3947 EcoFasten Solar®All content protected under copyright.All rights reserved.10/09/14 4.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151.522 B2 8,153,700 B2 8,181.398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 ,Qu4 4 Rtt• Q PV Squared Solar I www pvsquared coop Phone:413-772-8788 I Fax:413-772-8668 311 Wells St.,Ste. B I Greenfield.MA 01301 MA Elec. Lic.A13764 I MA HIC 140077 Dear Town Inspections Officials, Please see our enclosed applications to permit a Solar Photovoltaic System in your jurisdiction. As you are likely aware, PV Squared is a worker-owned-cooperative B-Corp, employing 40+ people in Greenfield. We have installed thousands of PV Systems out of our Greenfield, MA Headquarters since 2002. PV Squared is committed to complying with all Commonwealth laws and regulations. Our worksite guidelines are created with the intention of exceeding all safety, electrical, and building requirements as defined by their respective jurisdictional entities. This includes the work of people from multiple disciplines, including electrical engineering, structural engineering, civil engineering, electricians, construction supervisors, roofers, and their associated helpers. We are a company that values training and education. We make certain that every individual is qualified for the roles and responsibilities that they assume. It is our policy to pay for the employees travel and training time and cost of the education, including CSL and Journeyman and Master Electrician classes. As an electrical contractor we are furthermore guided by the January 30, 2009 Massachusetts Board of State Examiners of Electricians (BSEE)judgements, and rulings that have followed. We pay strict adherence to these mandates and all electrical work is conducted by an electrician and an electrician's apprentice in a 1:1 ratio. We also understand that non-electrical tasks associated with a Solar installation can be completed by non-electrical workers, such as CSLs and others. I have attached our installation policy for your review, as well as a list of example non-electrical tasks. Should you have any questions or concerns regarding this policy or delineation of work, please let us know. We are a learning organization that is always trying to improve on what we do. Respectfully, Maya Fulford Installation Manager