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32A-185 UNIT 2B 87 BRIDGE ST UN rr 2 g BP 2021 1287 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32A- 185 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 WIRING BUILDING PERMIT Permit# BP-2021-1287 Project# J S-2021-001592 Est.Cost: $31502.00 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 LLC 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 GREENFIELDMA01301 ISSUED ON:5/5/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:SOLAR SYSTEM UNIT 2B 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. s� Certificate of Occupancy SiQnatur ' •' r • `/ U FeeType: 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 .45\ Department use only City of Northampton �' CzN .f Status of Permit: r ..-' ` Building Department p Curb Cut/Driveway Permit • t L' 212 Main Street �/,ffi, I°, Sewer/Septic Availability 1 i s[ i. •^! 1 - Room 10 S \ Water/Well Availability \\ • Northampton, MA.4 0 <20 TXo Sets of Structural Plans phone 413-587-1240 Fa T4 -12721 /'lot/Site Plans -..• 4, vs, Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RE\11644OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: 22 Map 3,7).A- Lot f g 6 Unit 87 Bridge St. Unit 2B, 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: Will' m Killough-Hill 311 Wells St. Greenfield, MA 01301 7rint) / Current Mailing Address: f '" 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 10500 (a) Building Permit Fee 2. Electrical 21002 (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) bc(---/ -- 5. Fire Protection 6. Total =(1 +2+3+4+ 5) $31,502 Check Number l ` 3-1 4/ This Section For Official Use Only ���/� Date Building Permit Number: / Issued: _ Signature: /./Z 5-5-20Z 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 I L 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 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 0 DON'T KNOW O YES Q 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 C 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 pi Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [I= Siding [ID] Other[IL] 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 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 , 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 Ki ugh-Hill Print Nam t l/ G�tJ Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Daniel Gomez Gonzalez License Number 43 Hatfield St. Northampton, MA 01060 CS-111266 Address Expiration Date 03/14/2023 / Signature Telephone 'f/;` 413-772-8788 9. Registered Home Improvement Contractor: Not Applicable 0 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 .tom t Massachusetts ��;• w_ !i� DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street •Municipal Building _CD Northampton, MA 01060 wyrok0 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 2B, 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. EF E IDENCE .A -` MARCH KA R S N SITE MAP 87 BRIDGE ST UNIT 2B ®. ,� , z.,.,. , :- , eo so°A aste NORTHAMPTON, MA 01060 r PHONE:(413) 237-5555 �,« kg/ `� = o scp E—MAIL:TMARCHEFKA@COMCAST.NET '. �' • "Sr" " zI-U coo Y wIo 8.64 KW DC , LLI ROOF MOUNTED PHOTOVOLTAIC SYSTEM •` 'r, �" •i Q O PHOTOVOLTAIC SYSTEM DETAILS ` a '> C41111,A w OE o • MODULES =SUNPOWER SPR-X22-360-COM 360W(24 PCS) _ _ _ _ • INVERTER = SOLAREDGE SE7600H-US (I PCS) " :a-., C co1— • RACKING SYSTEM = IRONRIDGE XR100 W/ QUICKFOOT y �.rn 1 Q N. EC • DATA ACQUISITION = SOLAREDGE CONSUMPTION MONITORING OZ AUTHORITY HAVING JURISDICTION N • BUILDING AUTHORITY = CITY OF NORTHAMPTON ® VICINITY M A P • CODE REFERENCE = 2020 NEC • ELECTRICAL UTILITY COMPANY = NGRID , E DESIGN CRITERIA 11114 �' "W • DESIGN WIND LOAD = 114 MPH Si • DESIGN ROOF SNOW LOAD = 40 PSF ^� p o • EXPOSURE CATEGORY = B 111,0 iilo 4 • HIGH TEMP (ASHRAE 2% HIGH) = 32°C g ti ma,i/ >o i •• LOW TEMP (ASHRAE EXTREME LOW) _ -20°C aV ion •ROOF TYPE = ASPHALT SHINGLE Ell' A, whN a$a SHEET INDEX 0.. . ; =a PV-G.0 COVER PAGE 11 PV-A.I ARRAY LAYOUT t PV-E.I LINE DIAGRAM PV-E.2 ELECTRICAL CALCS S } Et w w C) a • PV-P.I PLACARDS LL( U Z a_ ROOF CONSTRUCTION • ROOF TYPE = ASPHALT SHINGLE € .O • PV ARRAY = 422 SQUARE FEET / UNIT 2B UNIT 1A / • TYPICAL ATTCHMENT SPAN = 48' • MAX ATTACHMENT SPAN = 83' O namaste • MAX CANTILEVER = 33.2' N Qo SOLAR • ATTACHMENTS SHALL BE o STAGGERED SO THE LOAD IS DISTRIBUTED EVENLY TO RAFTERS UNDERNEATH THE O ARRAY LLI m cp MODULE CLAMP ZONES w I- o MODULE MODEL: SPR-X22-360-COM 0 Z Q MODULE DIMENSIONS: 61.4'X 41.2 (Z) D Z 1 CLAMP BETWEEN: LIJ `d 2'- 15.7'ON THE LONG SIDE CC F- Z fa 2' - 15.7'ON THE SHORT SIDE Q O .-1 - W0Z, 9 �� INVERTER S T U co _ 9, NT,NG LOCATIONS FOR SUNPOWEP MODULE EXTERIOR m I- N YES YES YES rr YES Q ^ Q It i E I• 1 ® -EXV TERIOR C DISCONNECT co 0 MAIN SERVICE PANEL m -INTERIOR • SMART METER -EXTERIOR ®© UTILTY METER / MAIN DISCONNECT 1 1 11 I I I I I I -EXTERIOR I I I• 1. 1. 1°. I I I I I I• • I I I I I' I• i 1 1 1. I I I I I I sA ..1• 1111. 1I II 11 - ATTACHMENTS I I 11. 11 I I I••I •1•.1 I I ; _ I I •II• IIII • 1 .1 11 II •xa I I• I I I ITI I i I. I I /�� Ln me .T RAIL HLHHH1 C!1-tRAFTERS, 2 ' O.C. . F I _ I , 1111111 11 I1 II i , , , , , l l l , I I I I I I I I I I I I ARRAY INFORMATION STRING CONFIGURATION Q U • Q STRING SIZE DOES NOT VARY Et 0 o MOD QTY 24 STRINGS QTY > o TILT 30° STRING I 12 Q Q z AZIMUTH 140° STRING 2 12 .. , EQUIPMENT SCHEDULE GENERAL 0, O. KEY RTY RARE KOOEL LOCATION NOTES I. PLACARDING AS REQUIRED PER 690.13,.15..31,.51..53..51.. 1 24 SUNPOWER SPR-X22-360-COM FLUSH MOUNTED TO ROOF PV MODULE .56.705.10,705.12 311 wr Siros,s,�K,omen.;.01301 2 24 SOLAREDGE PL00 MOUNTED ON RACKING POWER OPTIMIZER 2.PLACARD AT PETER INDICATING'PHOTOVOLTAIC SYSTEM 3 I SOLADECK 0799-5G UNDERNEATH ARRAY PV ROOF JUNCTION BOX,NEMA 3R CONNECTED' 3.SERVICE DISCONNECTS SHALL BE GROUPED AND/OR MARKED 41 SOLAREDGE 5E7600H-US EXTERIOR DC DISCONNECT INTEGRATED INVERTER O namasbe WITH LOCATION DESCRIPTION(S) p SOLAR 5 1 SQUARED DU222RB EXTERIOR PV AC DISCONNECT,NEMA SR.60A,2LOV,WITH AC SURGE CAPACITOR L.GEC SHALL BE CONTINUOUS PER 250.6L(C) - G 6 1 TBD TBD EXTERIOR PV PRODUCTION METER.LEVER BYPASS,200A.240V 5.PV WILL BE WIRED INTO BOTTOM OF PRODUCTION METER. o 7 1 TBD TBD MAIN PANEL.OPPOSITE SIDE OF MAIN BREAKER PV BREAKER.1 X 1.011/2P m '>:..,,..>L';',. 8 1 TBD TBD INTERIOR MAIN SERVICE PANEL,225A BUS,200A MAIN,240V INTERCONNECTION:BREAKER IN MAIN PANEL 9 7 TBD TBD EXTERIOR MAIN SERVICE DISCONNECT.200A.260V 10 I TBD TBD EXTERIOR UTILITY METER.200A,2L0V w CD MAX CIRCUIT DISTANCE CONDUCTOR SCHEDULE Z co DC WIRE LENGTH <100' EY NW W R COCTORS CLL TVIE LOCATION RACEWAY _ CD WIRE LENGTH <50' w I— A 4-RIO,I-R6 EGC CU PV WIRE ARRAY FREE AIR Q Q yyy L-RIO,I-RIO(OR LARGER)EGC B CU THHN/THWN2 INT/EXT FMC/EMT r Y 3/1.'OR LARGER RACEWAY Y 2-'8.I-NIO NEUTRAL,I-RIO EGC w Y. C 3/1.'OR LARGER RACEWAY CU THHN/THWN2 INT/EXT FMC/EMT CE HZ E EXISTING Q 0 r w � g woz 2 � mi i- z 00 STRING OF Z 12 MODULES PV WIRED TO BOTTOM OF PRODUCTION METER O 0O® O �� ® ® 6 O 90 S 40A/2P a z "Ie '�_ l - •1���--/// IN - IN 'a� 46 A z I — .4 _ lB 0 <'-s 2 - -1'. eH A C C C 4 t STRING OF 12 MODULES Q Zw CC u _ J Q o 0 MODULE SPECS a CALCULATIONS OPTIMIZER EXTREME OPERATING CONDITIONS - ;V ITEM NOTE/CALL wT DETAIL PARAMETER UNIT CW LAATED LIMIT LOCATION NORTHAMPTON.MA 01060 M R.(TAX INPUT POWER WATTS(W) 360 L00 ��� VA.,.e* n m ems 101 TEMP.AMBIENT HIGH(TMAA) ASHRAE 2% •C 32 MIN INPUT VOLTAGE VOLTS(V) 59.10 8 TEMP.AMBIENT LOW(THIN) 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(Isc) AMPS(A) 6.48 10 O namaste TEMP.DELTA LOW(TDELTA) THW-TTEST •C -45 MAX OUTPUT CURRENT MPS(A) 10.80 15 _ Go SOLAR MODULE MANUFACTURER MODULE SPEC SU POWER MAX OUTPUT VOLTAGE VOLTS(V) 60• S MODULE PART NUMBER MODULE SPEC SPR-X22-360-COIN • •••"'^••^"'•�'^-v''-' MODULE POWER STC(P) MODULE SPEC WATTS(W) 560 •OPTIMIZER OUTPUT VOLTAGE RANGE BETWEEN 5-60 VDC-STRING VOLTAGE IS REGULATED BY THE INVERTER(NOT TO MODULE OPERATING VOLTAGE(VS) MODULE SPEC VOLTS(V) 59.10 EXCEED 48OVDC) MODULE OPEN-CIRCUIT VOLTAGE(Vod) 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 IS 480VDC(INVERTER REGULATED) 0 MODULE OPERATING CURRENT(IBM) MODULE SPEC AMPS(A) 6.09 w CO q) MODULE SHORT-CIRCUIT CURRENT(Isc) MODULE SPEC AMPS(A) 6.48 U (\J Q MODULE MAX VOLTAGE(VMAAMOD) (v0c•VOD(To•CDEFF)) VOLTS(0c) 78.57 CONDUCTOR SIZING CALCULATIONS Z MODULE MAX CURRENT(Dux) (IX•1.25) AMPS(DC) 8.10 KEY SIZE CU/ALINSULATIONW CA) Tilt. FILL RESLLAI RE T Ioro(A) MA w 0 H: MIN AMPACITY REQ'D.PER NEC (IHAx•1.25) AMPS(DC) 10.13 TY W/0°BRAYED AERATE AERATE 0 A RIO CU PV WIRE COU 40 0.96 0.80 30.72 15.00 V)- ? Z w INVERTER SPECS d CALCULATIONS - TERM 35 35 18.75 5 HEN NOTE 3 cALc w7 DETAIL B RIO CU THHN/THWN2 •COG 40 0.96 0.80 30.72 I5.00 LLI a TERM 35 55 18.75 ir I' Z INVERTER MAKE INVERTER SPEC SOLAREDGE (n INVERTER MODEL INVERTER SPEC SE7600H-US COO 55 0.96 1.00 52.80 32.00 Q g a C R8 CV THHN/THWN2 Q TERM 50 50 40.00 40A INVERTER MAX POWER.(WAD MAX) INVERTER SPEC WATTS(Ac) 7600 W I INVERTER INPUT V.(VDC MAX) INVERTER SPEC VOLTS(DC) 480 C7,N),T.ON_=USE(C0';).(AMIPACITY•TEMF.DERGTE•FILL LEGATE)IS PET))(IMAT) Li_ 0 0 INVERTER OUTPUT V,(VAR NOM) INVERTER SPEC VOLTS(AC) 240 2)TERMINALS(TERM)AMPACITY AT TERMINALS.LI,REQ'D.(IMAX•1.25) UJ 0 INVERTER OUTPUT FREQUENCY INVERTER SPEC HERTZ 60 eL 4 INVERTER OUTPUT CURRENT.(IAC) INVERTER SPEC AMPS(Ac) 32 NOTE.ALL WIRES SIZED k10 OP LESS ARE IN COT/'.3NCE WITH 240.4(D)- U DC OPTIMIZED INPUT VOLTAGE Vol, LTS(DC) 400 COm l, I Ct INVERTAR PHASE INVERTER SPEC PHASE 1 INVERTER GRID TRIP SETTINGS 4 W O COMPLIANCE INVERTER SPEC 1L1741/IEEEI547 INVERTER GROUNDING INVERTER SPEC UNGROUNDED PICKUPS AND CLEARING TIMES DEFAULT CLEARING z INVERTER OTT INVOTY OTT I DEVICE SETTINGS PICKLE SETTING(DEFAULT) ADHERE TO REQUIRED DEFAULTS TIME(SECOIUS) (YES/NO) MODULE STY PER BRANCH CIRCUIT MOD°,Y QTY 12 MAX INPUT CURRENT PER STRING(IMAAOC) (MODOTY•WOC)/VoIM AMPS(DC) 10.80 UNDER FREQUENCY(BIU) 56.5 HZ 0.16 MAX OUTPUT CURRENT(1MAAA4) (IAD•1.25) AMPS(AC) 40.00 LAVER POWER OPTIMIZER SPECS ER FREQ ENcr(e1u) 58.5 Hz 300 ITEM NOTE/CAL< we DETAIL _ OVER FREQUENCY(810) 61.2 HZ 300 0 POWER OPTIMIZER MAKE OPTIMIZER SPEC SOLAREDGE i POWER OPTIMIZER MODEL OPTIMIZER SPEC P400 OVER FREQUENCY(81O) 62.0 HZ DIE 3 MAX INPUT POWER.(Wuc MAX) OPTIMIZER SPEC WATTS(DC) 400 MIN INPUT VOLTAGE.(V0c MIN) OPTIMIZER SPEC VOLTS(oc) 8 UN)ER VOLTAGE(27) 50%OF NOMINAL I.1 rc MAX INPUT VOLTAGE.(VDc MAX) OPTIMIZER SPEC VOLTS(oc) 80 u> MAX SHORT-CIRCUIT CURRENT(ISC) OPTIMIZER SPEC AMPS(Dc) 10.1 (AVER VOLTAGE(27) 88%OF NOMINAL 2 3 MAX OUTPUT CURRENT OPTIMIZER SPEC AMPS(DC) 15 X n A OVER VOLTAGE(59) 110%OF NOMINAL 2 11.1 K so g OVER VOLTAGE(59) 120%OF NOMINAL 0.16 ^� ;c GROUNDING CALCULATIONS STRING CONFIGURATION NWT $$ DC EGC,PER NEC 690.45A,TABLE 250.122 STRINGS CITY MOD K R1MODULES OPTIMIZERS 3 c ISC•6.48A •USA-MIN 4AWG CuCU INTERCONNECTION CALCULATIONS k o w Z STRING I 12 sPR-x22-060-con SOLAREDGE-P400 4 > AC EGC.PER NEC 690.LSA,TABLE 250.122 USING•14 Cu MIN W/B0101NG LOGS AT ARRAY 'Aka i- -MAINSERVICE PANE W sg STRING 2 12 5PR-X22-360-con SOLAREDGE-P400 ITEMEM UNIT PANE a It o MAX OCPD IN SYSTEM•40A K•60A-MIN RIOAWG CU BUS RATING AMPS 225 - Q-' - USING I10 AWG CU FOR AC EGC MAIN DISCONNECT AMPS 203 CM.. 8<.`T. IN ALLOWED PV PER NEC AMPS 20 Pv OCPD USED AMPS BA-DVEO DREADED Q U w N I_ U. 0 0 U Q LU U '2 a_ J LLI AO WARNING PHOTOVOLTAIC PANEL FED BY • POWER SOURCE PV AND UTILITY DC DISCONNECT OUTPUT CONNECTION w CO namaste D ON DC DISCONNECT - AE �T E OCR w oo SOLAR I PLACARDS LOCATED ON MAINS PANEL AND ANY SUBPANEL NEC 705.12(BX3X2)'. : I LABEL LOCATED AT PV BREAKER MAXIMUM SYSTEM VOLTAGE MEM PHOTOVOLTAIC CD CIRCUIT CURRENT MZEM COIII sO RATED OUTPUT CURRENT OF U CV �_ THE CHARGE CONTROLLER IF INSTALLED AC DISCONNECT w O NEC 53 NEC 690.13(55 LABEL(S)LOCATEDD OIl ON 00 OC DISCONNECT I MACAWS/LOCATED AT AC DISCOUECT Q Cn DZ Z 5 W 2 PHOTOVOLTAIC AC DISCONNECT WARNING < w FO-- PHOTOVOLTAIC LL 0 a_ - MAXIMUMACOPERATINGCURRENT 32.00A POWER SOURCEI LLI 0 Q C NOMINAL OPERATING AC VOLTAGE. 240V m NEC 690.31(DX2): Uv NEC 690.SL. LABELS LOCATED ON ALL PV SOWCE/OUTPOT ENCLOSURES maim IL I— I PLACARD(S)LOCATED ON AC DISCONNECT BOLDING Z CO O 1 Z RAPID SHUTDOWN SWITCH PHOTOVOLTAIC FOR SOLAR PV SYSTEM SYSTEM CONNECTER NEC 690.12&69056. I PLACARD LOCATED ON AC DISCONNECT r AFt.,L SIDE MG,,,r4E1 SOL DIPPED aw WITH RAPID' WN ,_ TURN RAPID SHUTDOWN r VF s W. ELECTRICAL SHOCK HAZARD SWATCH TO THE -�S 4 8 d DO NOT TOUCH TERMINALS. •OFF•POSITION TO .5%w i SHUTDOWN PV SYSTEM TERMINALS ON BOTH LINE AND SHOCK EDUCED ,Ao It LOAD SIDES MAY BE ENERGIZED N ARMY o 41 IN THE OPEN POSITION. W 9 <$a ! NEC 690.13(B). NEC 690.12 6 690.56: 51 F. I LABEL(t)LOCATED INSIDE DC DISCONNECT I PLACARD LOCATED AT RAPID SHUTDOWN SERVICE DISCONNECT O (I) CI U -/� • < 1 1 O T H **ALL PLACARDING TO COMPLY WITH THE 2020 NATIONAL ELECTRICAL CODE** Q Z D_ g C r i- 0 r m N D p z C C m pm 0 O © A ? o a Z A< pOA� ppA^ ppp0 TT Ay Ay An AA m ®N- O TT A P D � N H Z O N 2 Z Z m y SITE SSTEM DETAILS,8.64KW DC •T24 SUFOWER$PR-/2-60-COM,;6OW MODULES DESIGNER A CONTR.,I, • I SOLAREDGE SE7600H-US INVERTER l: eO E PLACARD MARCHEFKA RESIDENCE „ ap U NOT TO SCALE CONTACT: MATTVALLIERE �i c MATTVOPVSOUARED.000P 8 7 BRIDGE S T UNIT 2 B O; PV-N•I (43)9927252 NORTHAMPTON, MA 01060 `: oo • v ' DESIGNER:TORRIN GLICK .. CT SOLAR INDIVIDUAL PERMIT PACKAGE SYSTEM SA F T E Y •24 S WPOWER SPR X22--360-COM,360W MODULES DESIGNER V CONTRECTCR • I SOLAREDGE SE7600N-US INVERTER 'CO B 1 PLAN MARCHEFKA RESIDENCEgr NOT TO SCALE CONTACT: MATT VALLIERE 87 BRIDGE ST UNIT 2B ar c� li : _:•�; MATTVOPVSQUARED.000P gm' Op ;G _L 1. PV-N.2 4I3)992-7252 NORTHAMPTON, MA 01060 t Ao ° DESIGNER:TORRIN GLICK D. (y7 CT SOAR INDIVIDUAL PERMIT PACKAGE 20'— 1 111 / z ♦ 1 T �1 ♦ I ♦ f ♦ I 1 i , rill • ♦ • • ♦ I I CD l • - _ ♦ - s 1 ITI ¢ 1 t -♦ \ \ \ \ 37 37 D D D -I —II— D 7J _ u) 3 ro rn z o u' n SYSTEM DETAILS:8.64KW DC DESIGNER CONTRACT CR STRINGS •• I SO AL RE24 D GE SE7600H-US INSERTER MODULES l j ae 3 g AND DIMS MARCHEFKA RESIDENCE ;qh 11 a� U NOT TO SCALE CONTACT MATT U4REDAC00PE 87 BRIDGE ST UNIT 2B !: a= .- ' PV-N.3 (L13)992-7252 NORTHAMPTON, MA 01060 po s �� kxs y gE DESIGNER:TORRIN GLICK $'" CD. 2 SOLAR INDIVIDUAL PERMIT PACKAGE • I■■ I . la :11111 I■ :■ice ■:MIL' ]ACOB SMITH ENGINEERING & DESIGN January 18t 2021 To: Pio ;er Contractors Mr. o avid Claxton 115 Olive Street Eastjmpton MA 01027 � j Re: Roo structure capacity for Photo Voltaic loading: Po •ridge Manor LLC 87 : 89 Bridge Street Uni •A&B No iil • pton MA 01060 Mr. David 4 axton You 1 ve requested that I review the existing structural capacities of the existing roof framing located at the southe•.� ace of the gable roof structure associated with the residential 2-faimly structure located at the address indicated above. On • uary 14th, 2021 we visited the address indicated above to observe the existing roof framing. This roof structu e 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. a 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 the existing structural conditions and code required loading described above. The two-span 2x 10 rafters that r 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 n t hesitate to contact me with any questions. Respectful) <,• �� •c / Jacob Smit I ngineering and Design, Inc. (/�. By k . .•= aco F. Smith, P.E. 8 COATES AVENUE; SOUTH DEERFIELD, MA 01373 JAKE@THAYERSTREETASSOCIATES.COM VOICE 413-397-3441 FAX 413-665-1142 COMPANY PROJECT al) WoodWorks® SOFTWARE EOM WOOD DFSIGA' Jan. 18, 2021 13:30 Beam 1 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 1) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End 1 Dead Full Area No 20.00 (16.0") psf 2 Snow Full Area No 40.00 (16.0") psf Self-weicht Dead Full UDL No 2.8 plf H Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) : _ -- 24.362' _�� 0' 11.074' 22.147 Unfactorgd: 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 'o Joist 1.00 1.00 1.00 Suppor 0.60 0.79 0.60 Load comb #2 #2 #2 Length 0.53 1.24 0.53 Min req Id 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 1 625 625 625 i 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 cult.; 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 vs. Allowable Stress and Deflection using NDS 2018 : CriterioI 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 lI Addition I Pata: FACTORS: i);'/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 ]. .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' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S Bending(Y)I : LC #2 = D+S Bending( : LC #2 = D+S Deflecti.n: 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 co •inations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.2 CALCULATIONS: V max = 545, V design = 485 lbs; M(+) = 735 lbs-ft; M(-) = 13C7 lbs-ft EI = 138 50e06 lb-in^2 "Live" d flection is due to all non-dead loads (live, wind, snow...) Total de lection = 1.5 dead + "live" Bearing: llowable bearing at an angle F'theta calculated for each support as per N $ 3. 10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2018), the National Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuou ' or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 o span beams and to the full length of cantilevers and other spans. 4. Sawn lum r 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. • t ACc RO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/°DMYY) kiii.....,/ 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 (A/C,No,Ext): (A/C,No): (413)586-6481 8 North King Street E-MAIL kparker@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES)Ea occurrence) $ 300,000 MED EXP(Any one person) $ 15,000 A BKS57072282 01/01/2021 01/01/2022 PERSONAL&ADV INJURY $ 1,000,000 GENIIAGGREGATE 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 >/ SCHEDULED BAS57072282 01/01/2021 01/01/2022 BODILY INJURY(Per accident) $ AUTOS ONLY /, AUTOS X HIRED v NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY _ AUTOS ONLY (Per accident) _ Underinsured motorist $ 300,000 UMBRELLA LIAB 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- AND EMPLOYERS'LIABILITY STATUTE ER Y/N 1,000,000 C ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A 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 I 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 ©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 ii c=t--• / Department of Industrial Accidents tig_;:e[= 1 Congress Street,Suite 100 it =_ ti_ Boston,MA 02114-2017 ' � www mass.gov/dia us 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): LEI I am a employer with 48 employees(full and/or part-time).* 7. ❑New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.01 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition 10❑Building addition 4.1=1 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 11.11 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. 13.0Roof 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.❑✓ 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. lithe 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 1al s nd penalties of perjury that the information provided above is true and correct. Signatu- . 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#: • • Conirnanwealih M 11,1111 Division of Profesofsionalassachusetts Licansure Board of Building Regulations and Standards Constcu t* > rvrisor CS-111266 : Ecpires: 03)14/2023 DANIEL II Z-GoNZALEz 43 HATFIELL STREET NORTHAMPT 1 MA 01060or- ;*6.4N 11 ) Com missioner Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Supplement Card Registration: 140077 PIONEER VALLEY PHOTOVOLTAICS COOP Expiration: 09/15/2021 311 WELLS ST SUITE B GREENFIELD,MA 01301 • Update Address and Return Card. SCA I C 20M-05+17 / • ry • Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supplement Card before the expiration date. If found return to: Reuistration Expiration Office of Consumer Affairs and Business Regulation 140077 09115/2021 1000 Washington Street Suit@ 710 PIONEER VALLEY PHOTOVOLTAICS COOP Boston,MA 02118 \• MAYA FULFORD 311 WELLS ST SUITE 8 (-.OGlory4. GREENFIELD,MA 01301 Undersecretary of vali ithout signal e 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. ) ,i)/4a rc-- te Printed Name Date Sig :tune Title ?c cicc Proposal and Agreement#00016233 Page 7 of 12 Pombridge Manor LLC-February 4,2021 --.-' - —.. _. hommimumniiiesumusonsm 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 conditions of high temperatures,partial shade SPR-X22-360-COM from overhead wires,and low Iight.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 years.2.3,4 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.'This advantage increases over time, producing 21%more energy over the first 25 years to meet your needs.4 hillimiik_ • Maxeon®Solar Cells:Fundamentally better 120% 21% Engineered for performance,designed for reliability. s More Energy c 110% Per Rated Watt 100% Engineered for Peace of Mind t' 90% 36%more, 0 Designed to deliver consistent,trouble-free 80% yearns energy over a very long lifetime.45 LL 70% Conventional i 60% Designed for Reliability . 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 impervious to the corrosion and cracking that - 8% Power at High Temps 4 °` No Light-Induced degrade conventional panels. 6% (// // Degradation' t //��//J/�/ High Average Watts Same excellent durability as E-Series panels. '_ 4% Better Low-Light and #1 Rank in Fraunhofer durability test.10 / / Spectral Response 100%power maintained in Atlas 25+ 2% High-Performance Anti-Reflective Glass comprehensive durabilitytest.11 ' o% 1,,,:asheei S U N P W E R • • Alisli ►L...J*4111.a*x 4. .. r.. 2..`� . 41 !"A. " lotkatacank____4141-4111111116-1-41frallai". : . `�'� i • [ . simempimumaim t immummumil 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 80% Warranty 75% 0 5 10 - 15 20 25 0 5 10 15 20 25 Years Years C,w,UonAi pa,tel'hnem-na,i. y • More guaranteed power:95%for first 5 years, •Combined Power and Product defect 25-year coverage' -0.4%/yr.to year 258 Electrical Data 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% EHS Compliance RoHS,OHSAS 18001:2007,lead free,REACH Avg.Panel Effciency13 22.2% SVHC-163,PV 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&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 mV/°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 Monocrystalline 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. Weight 41 lbs(18.6 kg) 4 SunPower 0.2596/yr.degradation vs.1.096/yr cony.panel.Campeau,Z.et al."SunPower Module g Degradation Rate,"SunPower white paper,Feb-2013;Jordan,Dirk"SunPower Test Report,"NREL, Wind:50 psf,2400 Pa,244 kg/m2 front&back Q1-2015. Max.Load Snow:112 psf,5400 Pa,550 kg/m2 front 5"SunPower Module 4B-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,8%more energy than the average of the top 10 panel 1565 mm[61.6 in]-------1. companies tested in 2012(151 panels,102 companies),Photon International,Feb 2013. 1559 mm[61.4 in]— - FRAME PROFILE 8 Compared with the top 15 manufacturers.SunPower Warranty Review,May 2015 9 Some restrictions and exclusions may apply.See warranty for details, 1. i __ 10 X-Series same as E-Series,5 of top 8 panel manufacturers tested in 2013 report 3 additional < — t`�I panels in 2014.Ferrara C.,et al."Fraunhofer FN Durability Initiative for Solar Modules:Part 2". N N e el "I c Photovoltaics International,2014. 11 Compared with the non-stress-tested control panel.X Series same as E-Series,tested in Atlas E E ,,li 1 25"Durability test report,Feb 2013. I g n d= 1 12 Standard Test Conditions[1000 W/m2 irradiance,AM 1:5,25°C).NREL calibration Standard: 4x B) I 3 e uamm 22-32mm (B1 SOMS current,LACCS IF and Voltage. 1.i _ uzs ml to a7-1.31n1 13 Based on average of measured power values during production. oa_.--1. 14 Type 2 fire rating per UL1703:2013,Class C fire rating per UL1703:2002. (A)stacking Pins 4x398 mm (B)Optional Hellx•compatible flanges (15.7 In]IA) 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 www.sunpower.com/facts for more reference Information. For more details,see extended datasheet:www.sunpower.com/datasheets. Document#516038 Rev C/LTR US AI Il I,, I I.r a I. a ...., II,.1 i .I,.,III n , IIlil. 1lii Ili I.i I,,, SUN 1 WE R i t.l i t i i „r ri.: Cut Sheet .. IRONRIDGE XR100 Rail See Descrr Lion / Lengtl ['; i4h 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) j .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-100-168B XR100, Rail 168" (14 Feet) 6000 Series 9.55 lbs. XR-100-204A XR-100-204B XR100, Rail204"(17 Feet) Aluminum 1 1.60 lbs. vl.l Cut Sheet IRONRIDGE XR100 Bonded Splice ;,:,,,x.. XR-100 RAIL /0" f. t. al ao tille 12.0 Fil 4, O XR-100-S P LC-B D KIT, XR100 BONDED SPLICE1 or 0 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling 1 all 1.24 li .63 -0-- 1.93 .31 ..,/ ikliiM mi 0.42 .15 --...- .93 #12-14 TYPE "B"THREAD Property Value Property Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear v1.0 QuikFoot ti Exploded Product View/B.O.M. - 1 Installation Instructions - 2 Cut Sheets -3 r J Specifications -4 • Umt 0_.� J + iy um; , �Q1EcoFasten Solar QuikFoot— Product Guide Exploded Product View, Bill of Materials Materials Needed For Assembly O �� Item No. Description of Material/Part Quantity 1 QuikFoot Base Plate 1 0 >.0,Iitii- , . 2 Fastener(Length to be determined) 2 tit © 1111110010•"° 3QuikFoot Flashing 1 4 EPDM Washer 1 O5 L 102 3"Bracket/1111 *(other options available) 1 C /� O - 6 5/16" EPDM Bonded 18.8 SS Washer 1 �1 7 3/8"Stainless Steel Hex Nut 1 Z 3 CD O 414 Required Tools t © I 'O 0 L ------'-------,.., I W y I o / o 3o FT . 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 r QuikFoot— Product Guide Cut Sheets: QF-AL-Base ' il 2X 0 .33in [8.38mm ] / I tit1 u Cii) 0 C E •C E Z N Lri c6 N I LC) CO CO 4.14 O w O ' 1 .50in V -� - r 38.10mm 4111 3/8"-1 6 Stud A, E E Or Q F-M : 1 .5" QF-L : 1 .75' i I if 1 1 877-859-3947 EcoFasten Solara 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] .032in 0.81 mm] tt Cii) CU on 12.00in [304.80m m] r=% O i V 11H1 C rTI 3.00in aD Vamp bocallon Dp0 .50in 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 IN • A CI IL 46 SERRATIONS Ur) M ; No t i, Cr t I; R1/16" i' 1 /8" -�1/4„ 0 ,, culiol 1 . — 3/4" [-__ 1/1 6" R.005 R.010 - 2XR.01 ti e ) 03/8"±.002 / 1/8„ 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 D. Submit product specific load test data,showing application and meet specified pull out values 1.01 for the roof system. as shown in load test data. ultimate and allowable load values specific to B. RELATED SECTIONS the roof deck specified for the project. D. Counter flashing is.032 gauge aluminum em- tit 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 Cr 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 1. 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 Cli) 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 CA PART 2 -PRODUCTS are to be installed and verify Fasteners that it will with- A.To be of metal compatible with QuikFoot stand bracket. 2.1 MANUFACTURER any additional loading that may be incurred. B.Fasteners should be selected for compat- ibilityEcoFasten Solar® 289 Harrel Street,Morrisville,VT 05661 B. NotifyGeneral Contractor of anydeficiencies O with the roof deck. 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 9-394nsolar.com V system.See test data at C. Verify that roofing material has been installed 2.2 MATERIALS correctly prior to installing solar attachment www.ecofastensolar.com A. Attachment Bracket brackets. InTIMI 3. Sealant(if required by roof manufacturer): to be roof manufacturer approved. 6000 Series Aluminum(choose one) .2 INSTALLATION 4. Aluminum counter-flashing 1.CP-SQ-Slotted A. Comply with architectural drawings and project S. Aluminum attachment bracket 2. F-111-A = engineer's recommendations for location of 3.P-3-CSK system.Comply with Manufacturer's written in- rGK ;¢y B. DESIGN REQUIREMENTS: 4.SCL 101-3 stallation instructions for installation and layout. 'A j - 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®AIl 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 sou4 4 o PV Squared Solar I www.pvsquared.coop Phone:413-772-8788 I Fax:413-772-8668 k f 311 Wells St.,Ste. B I Greenfield, MA 01301 •+q, so' 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, Mors 6:Cej Maya Fulford Installation Manager