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23D-056 (4) 41 RIVERSIDE DR BP-2020-0813 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:23D-056 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERFD CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2020-0813 Proiect# JS-2020-001405 Est.Cost: $20827.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: ALL ENERGY SOLAR INC 109847 Lot Size(sq.ft.): 16814.16 Owner: SHERRY B Zoning: URB(100)/ Applicant. ALL ENERGY SOLAR INC AT. 41 RIVERSIDE DR Applicant Address: Phone: litsu1•ance: 159 FRONT ST (413) 461-76210 Liability CHICOPEEMA01013 ISSUED ON.]/]712020 0:00:00 TO PERFORM THE FOLLOWING WORK-20 PANEL 6.7KW ROOFTOP SOLAR SYSTEM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Ainount: Building 1/17/2020 0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner The Commonwealth of Ma Bach setts,, , FOR Board of Building Regulation and tan Massachusetts State Building ode Pp 0 CMR 020 USE CIPALITY Building Permit Application To Construct, I?taOqC lish evised Mar 2011 One-or Two-Family Dwelling e tion For Official Use Only Building Permit Number: & Date Applied: i7 + Building Official(Print Name) Signature D to SECTION 1: SITE INFORMATION 1.1roperty Address: 1.2 Assessors Map&Parcel Numbers 4niverside Dr 42:�t> 2313-056-001 C6 G 1.1 a Is this an accepted street?yes X no Map Number Parcel Number 1.3 Zq ' ;formation: 1.4 Property Dimensions: 0.39 Acres Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Rcquired Provided Required--H rovided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Sherry Wingfield Northampton,MA 01062 Name(Print) City,State,ZIP 47 Riverside Dr (413)s75-8559 swingfie@smith.edu No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) 13Addition ❑ Demolition ❑ Accessory Bldg.13 NumberofUnits Other XSpecify:Solar PV Brief Description of Proposed Work2: Installation of 20,335W solar panels,flush roof mounted on the roof of the accessory building.Total DC system size:6.7kW SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1.Building $16,707.00 1. Building Permit Fee:$ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $4,165.00 ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fee Check N(Q heck Amoun : 'I Cash Amount: 6.Total Project Cost: $20,827.00 0 Paid in Full 13 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 12/4/21 CS-109847 Scott Fournier License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 159 Front Street No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft. Chicopee MA 01013 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Coverin WS Window and Siding SF Solid Fuel Burning Appliances 413-461-7979 scoff.fournier@allenergysolar.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC 175144 . 04/24/2021 All Energy Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 159 Front Street isaac.lindstrom@allenergysolar.com No.and Street Email address Chicopee MA 01013 413-461-7979 Ci /Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .........J'l No........... ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize All Energy Solar to act on my behalf,in all matters relative to work authorized by this building permit application. See Attached Permit Release Form 1/13/2020 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to theb9st of my knowledge and understanding. caalal � yyL 1/13/2020 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.maiLgov/oca Information on the Construction Supervisor License can be found at www.mass. og v/dgs 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" 1. ALL E N f rV1, sr 159 Front St Chicopee MA 01013 www.allenergysolar.Com properly Owners' Autho�Agent Form I hereby authorize All Energy Solar to act as my authorized agent in dealing with to obtain any and all required permits for the installation of a solar photovoltaic system on my property located at AA olua I c Property Owner Signature Date Printed Name + A B C D E F G H GENERAL NOTES 1. LELD MSVERIFY LOWMAYNOTBEOMEASUREMENTS .�I.EN ALL 2. ITEMSBELOWMAY NOT BE ON THIS PAGE ENERGY / 3. NO SPECIAL ACCESS INSTRUCTIONS \ 4. THERE ARE NOCLEARANCE ISSUES DUE TO OVERHEAD PON'EIMS \ 5. UTILITY AC DISCONNECT AND PV \ PRODUCTION METER ARE LOCATED TOGEIHEItNARFADLYPG(:ESSBLE CONTRACTOR LOCATION WITHIN IV OF THE MAN INTERIOR PV EQUIPMENT SERVDE METER 2 \ (E)(1)MAIN SERVICE PANEL 6. 2417 UNESCORTED KEYLESS ACCESS ALL ENERGY SOLAR SHALL BE PROVIDED FOR THE UTILITY EXTERIOR PV EQUIPMENT METERS APD AC DISCONNECT (E)(1)UTILITY METER 93'$" (N)((1)))UTILITY REVENUE METER(MA SMART) <TO 10' PHONE: (800)6203370 AREA OF WORK �N� INVERTERUTILITY AC DISTANCES DISTANCES ADDRESS:159FRONT ST PV SOLAR PANELS-OPTKAZFRS:S MAX CHICOPEE,MS 01013 OPTINIZERS-DiVERTER:5Y MAX LIC.NO.: INVERTER UTIUIYAC DISCONNECT:7 HMC.NO URITY AC LXSCWIECT-UTILITY REVENUE METER:7 UnM REVENUE METER-MAN ELECTRICAL PANEL 7 ENE.NO.. : \ ' ENTRANCE i MANN ELECTRICAL PANEL-UMM MMR.5 DRAWING SZEDUSEDF WRI DRAWING NFROMWNwmrmr PERABSSON PRDI.I CONiRACiDR IS IN AN WA DF U.S.CDPYPoGHL MANS AN WALL BE SUBJECT TO CML 3 \ \ DAMAGES AND PROSECUTIONS. \ 46'-0" \ NEW PV SYSTEM:6.700 kWp ARRAY 1 PROPERTY UNE SOLAR MODULES OPTIMIZERS (E) EXISTING SHERRY WINGFIELD \ 120'-4" \ (N) NEW -29755 \ 47 RIVERSIDE DR NORTHAMPTON,MA 01062 4 \ APN:- \ ENGINEER OF RECORD \ st ACCOUNTP TBD PREMISE! METER t:TBD OID f PAPER SM II*x Ir LANs III 5 SITE PLAN DATE: 12.20.2019 DESIGN BY:I.S. CHECKEDBY: M.M. 6 SITE PLAN W N E 01 REVISIONS 1(32'=1'-0' 0 16'-1' 37.2' ® 3 A-101.00 A B C D E F G H (S ET 3) • A B C D E F G H NAME DESCRIPTION Q GENERAL NOTES 1 RACKING&MISC MATERIALS 1. FE DVERIFYALLMEASUREMENTS aI /ALL RAIL SPLICES 242-01214 ULTRA RAIL SPLICE 8 2. ITEMS BELOW MAY NOT BE ON THIS PAGE ENERGY SNAP-N-RACK ATTACHMENTS KITS 242-92093 SNR ATTACHMENT KIT 20 3. NO SPECIAL ACCESS INSTRUCTIONS ­kkp FLASHINGS 232-01375 COMP FLASHING 40 ----ROOF TRUSSES L-FEET 242-01220 ULTRA RAIL UMBRELLA L FOOT 40 LAG BOLTS 242-92266 UMBRELLA LAG,TYPE 3,41N,SS 40 ROOF TRUSS 16"O.0 MAX zxc'TRUSS®1G'o.c. CONTRACTOR RAIL LENGTH 232-02451 UR-40 RAIL,168IN 10 GROUND LUG 242-02101 GROUND LUG ASSEMBLY,6-12 AWG 2 ALL ENERGY SOLAR 2 MID CLAMP 242-02054 BONDING MID CLAMP 36 UNIVERSAL END CLAMP 242-02215 UNIVERSAL END CLAMP 8 PHONE: (600)6263370 ADDRESS:159 FRONT ST SOLAR(PV)MODULE CHICOPEE,IAS 01013 LIC,NO.: HIC.NO.: FLUSH MOUNT SOLAR MODULES RAILS ELE.NO.: ATTACHED TO ROOF SURFACE(SEE " UNAUTHDRM use OF THS DRAWING SET WITHOUT WRITTEN SHEET 5501 FOR MOUNTING DETAILS) FROMCON PERMISM TRACTOR IS IN ATTACHMENTS WOunONOFU.S.GDPYRIGKTIAWS AND WILL BE SUBJECT TO CML 3 DAMAGES AND PROSECUTIONS. I I NEW PV SYSTEM:6.700 kWp I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SHERRY WINGFIELD I I I I I I I I I I I I I I I I I I I I I I -29755 122" I ARRAY 1 I I 47 RIVERSIDE DR I I I I I I I I I I I I I I I I I I I i I I NORTHAMPTON,MA 01062 ° I I I I I I I I I I I I I I I I I I I I I I APN:- I I I I I I I I I I I I I I I I I I I I I I ENGINEER OF RECORD I I I I i I I I I I I I I I I I I ROOF MATERIAL IS 1 LAYER ASPHALT SHINGLE I I I I I I I I I I I I I I I I I I I I I I I I I I 400" 5 456" PAPER SIZE I r x Rr(ANSI B) SOLAR ATTACHMENT PLAN 4.7" 40" DATE: 12202019 1 1 DESIGN BY:I.S. 15.7"Z MODULE: CHECKED BY: M.M. SOLAR ATTACHMENT PLAN Q�vl MODULE: 66.4" LG ELECTRONICS REVISIONS s 01LG335N1 GA5 1a•=r 0 2' 4! CLAMPING l 335 WATTS ® ZONES :1 1� A-103.00 A B C D E F G H (SHEET 5) • A B C D E F G H GENERALNOTES 1 1. FIELD VERIFY ALL MEASUREMENTS 'J ALL 2. ITEMS BELOW MAY NOT BE ON THIS PAGE ENERGY 3. NO SPECIAL ACCESS INSTRUCTIONS S(M,AR 4. THERE ARE NO CLEARANCE ISSUES DUE TO OVERHEAD POWERLINES 5. UTILITY AC DISCONNECT AND PV PRODUCTION METER ARE LOCATED CONTRACTOR TOGETHER N A READILY ACCESSIBLE LOCATION WITHIN 10'OF THE MAIN 2 TO PV ARRAY 8. SERVICE R UNESCORTED KEYLESS ACCESS METER ALL ENERGY SOLAR (E)(1)UTILITY METER SHALL BE PROVIDED FOR THE UTILITY PHONE: (800)620-3370 (N)(1)INVERTER ADDRESS:159 FRONT ST CHICOPEE,MS 01013 LIC.NO.: m O TO E UTILITY HIC.NO.: ( ) ELE.NO.: (N)(1)UTILITY AC DISCONNECT UNA pRRED USE OF TNS DRAYANG SET WITHOUT WRITTEN (N)(1)UTILITY REVENUE METER(MA SMART) TO(E)MSP PERMISSION FROM OONTRACTOR IS IN VIOLATION OF U.S.COPYRIGHT LAWS AND WILL BE SUBJECT TO CML 3 DAMAGES AND PROSECURONS. BUILDING ELEVATION (NE SIDE OF GARAGE NEW PV SYSTEM:6.700 kWp 01 NOT TO SCALE ARRAY 1 SHERRY WINGFIELD -29755 47 RIVERSIDE DR NORTHAMPTON,MA 01062 4 APN:- ENGINEER OF RECORD 15'-2"16'-0" 5 B 101-1" PAPER MY-vx Ir(AMB) 0 ELEVATION PLAN DATE: 12.20.2019 DESIGN BY:I.S. CHECKED BY: M.M. 6 BUILDING ELEVATION SE SIDE OF GARAGE REVISIONS 02 NOT TO SCALE A-104.00 A B C D E F G H ISHEET S) A 8 C D E F G H ('6420 GENERAL NOTES J /ALL 4 5 6 ' 27 so 1. FIELD VERIFY ALLAEASUREMENTS - ENERGY 3 l I 13 14 15 18 22 12 / CONTRACTOR 23 za 25 2 ALL ENERGY SOW RACKING DETAIL (LONGITUDINAL) PHONE: (800)629-3370 UL NOT TO SCALE O SHEET KEYNOTES ADDRESS:159 FRONT ST 1. ROOF MATERIALASPHALT SHINGLE CHICOPEE,MS 01013 STRUCTURE: 2 ROOF STRUCTURE:TRUSS 3. ATTACHMENT TYPE:SNAP41-RACK ULTRA RAIL COMP IOT m LIC.NO.: 4. MODULE MANUFACTURER:LG ELECTRONICS HIC.NO.: 5MODULE MODEL LG335N1CAS ELE.NO.: . [� RACKING DETAIL (TRANSVERSE) 7MODULE LENGTH:66.r U,MED�EOF,� . MODULE WIDTH:40' DR AINNOSETWTNOUTNAITTEN 8. MODULE WEIGHT:37.7 LBS. PERMISSION FROMOONMACTONISIN NOT TO SCALE 9. SEE SHEET A-IM FOR DIMENSION(S) ANOYALON SUS.C�oWUWS 310. MIN.FIRE OFFSET:NO FIRE CODE ENFORCED DAMAGES AND PROSECUTD& 11. TRUSS SPACING:181N O.C. 12 TRUSS SIZE:2.6 NOMINAL NEW PV SYSTEM:6.700 kWp 13. LAG BOLT DIAMETER:5(16 IN. 14. LAG BOLT EMBEDMENT:Z5 IN. 15. TOTAL R OF ATTACHMENTS:40. 16. TOTAL AREA 388.119SQ.Fr. SHERRY WINGFIELD g 17. TOTAL WEIGHT:638 LBS. 18. WEIGHT PER ATTACHMENT:20.95 LBS. -29755 19. DISTRIBUTED LOAD:227 PSF 20. MAX HORIZONTAL STANDOFF:481N. 21. MAIL VERTICAL STANDOFF: O 2, LANDSCAPE:25 IN.,PORTRAIT:33 IN. 47 RIVERSIDE DR 22. STANDOFF STAGGERING:YES 23. RAIL MANUFACTURER(OR EQUIV.):SW N RACK NORTHAMPTON,MA 01062 4 24. RAIL MODEL(OR EQUIVALENT):UR40 RAIL APN:- 25' RAIL WEIGHT:0.42 PLF. 26. MAX.TRUSS SPAN:B ENGINEER OF RECORD 27. MODULE CLEARANCE:31N.MIN.,B IN.MAX - nRACKING DETAIL (TOP) UJ SCALE 5 q PAPER Ste:1rx 1r IAII� {V� ASSEMBLY DETAILS DATE: 12.292019 DESIGN BY:I.S. CHECNEDBY: M.M. 6 �lDETAIL (TRANSVERSE) D5 DETAIL (LONGITUDINAL) REVISIONS �� TlTDSCALE NOT TD SCALE S-501,00 A ._......__8.. C D E F G H -` ' A B C D E F G H ENERGY LG NeON 2 ®� Mechanical Properties Electrical Properties(STC CONTRACTOR -- — 6.10 - Ce4 _ Module _ _ LG335N7Cd5 CN Vendor ly Maumama Pow (Pma) 335 _ CNType Manoo�sraNnefNtpre, MRPVdt•pl-,P) 3a1 ALL ENERGY SOLAR Wow 161.7 1617 /Glrches MPP Canwrt(loge) _9.83 1 _ dMW 12(MuhiW sac's) opens<Vd y(v ) sin olaa.r.dll.(L w ro -_. ,fins,0/6 60 - ._- ansa❑ tc n > -- .. loss - - CHICOPE 01013 WaiJw B00 �i70 6630 6Gx,srnchMoaNAe rr6r�a y 15.6 PHONE: ( �620 FrvaLOe6- 61MpRa o0er 9TeoNe -W aso _ _-- -_ ADDRESS t59FRONT ST E.MS 18 My M m Sanies Fuse Ratmg 20 CNaattsrTYP• MCA P T.1- (%)) 0-.3 LIC.NO.: lura o.n Be. IP6e wm 36ypass oats - �,a, e.-..xse».rs ..----- ------ --- --_. _._. ,..u,r. �.a,..R.;..,..,xepw. >a,,,..,aeauaz4 n.a• --qo rrgh7?a:w•irsnrrem,PwwGass-- _ NO.: UNA -"'--- - ---' UNAUTHORIZED USE OF MB ra.l. Amdia-0an„wr�u,�_. Electrical Properties(NOCrv) DRAMNGSETWTTHOUTWRITTEN PIFRMMaNia LG335N1G-Ir5 - VOIAIION OFFUS.CONTRACTOR IS AN WILL BE SUBJECT TO CML hrtiriouw IFC 61]15,IEC 617361/2 Manmme Naea(lands) 267 DA—B AND PROSECUTIONS. 3 MK 617 MPPVahate(vapp) 3;5 NEW PV SYSTEM:6.700 kW LG NON'z :: ( R.Nyr est)_-:: MPPf mitt I 783 V IFC 61)0, ...- ... IFC 62]16(Alreuarlaaolroiloar lest) .. OJen CMcu[VNsrpfMx)_:- .... 38.2 P Bao YadeY Pke PwParwnpe(uSA- Typal CSHERRY WINGFIELD w.Baig,CAINM) Cla (ULC/OROC,703) LGY new module.LG NeON 2 adopts Cello technology. Cello techtwlogy replaces 3 busbars with)2 tt+n wires �\ -a:..�„e - 29755 to enhance er Output and rehab i .LG NeON•'2 (���►j (!� _ nvrprarllbte•ty d Pmu unear y" Ormeneions(fie) 6D Ce�� demonstrates 's efforts ase scomers vatues DVE a CE \/ n, • »a6v awq as% avma.:nxswa a. beyond eff'ioalcy.it f etc h red warranty.durahllty performance under e.larwnurlmenan t. d aesthetic Temperature Characteristics .Sign surtahie for roofs. NOCT .as':3C: - ... ml .. 47 RIVERSIDE DR 031-" ---- ---- NORTHAMPTON,MA 01062 slot 0.03%`c - ^'"+._ . Ira. 0.03%`c �,�.. _ ---� APN:- I Enhanced Performance Wamnty • High Power Output ------- - NeONr rc l f e r '� C paad 3! M th,LG hil 7 Characteristic Curses ._ — ENGINEER OF RECORD ual i q ad-t'-has fallen from 0.6%lyr w has been.da gne 1 t aplicary0 enhaite its apart 55%ryrl after 25 ye-1 the cell guarantees l.'%p Nnenry ten.hbyre ,g.t efhcmnteyen er Int-dBrace. ore output chaolhe po—s LG NeOW-2 modules - - - - (S�B�Ij�pp_�,'_Pq. Aesthetic Roof Outstanding Durability �llttlt3111 NeO""z has been devgoed with aestheMs in min&; `•l Y/th R newly nfi-ed frame:design.LG has c erWed _ t, er res thatappear all b k at a distance. Lh.warranty of me LG NeOhl'2 to an addatanal a. f x product may help maease the wtue of 2 y ars.Add Ily;LG NeON-2 can endure a front •-- -arym I ' n property wins is nnod to des go bad un to 6000 Pa,and a rear lead In,m 5600 Pa. i • 5 -16 Better Performance on a Sunny Day ,•, Doubt.-Sided Cell Structure 3 - ! PAPER s¢F II;r IAN51 B) 1 Net>N n .rar.� ,I .aro!m d: .Gf t Z 'r::>rtnbarcero r.sfmpm elte ,xranae nPfd�e , gerwnpm.I�t�lkP>he N:�.�x tr>e�yre..eam.tddfm.,,, RESOURCE DOCUMENT therexdthenmAak is rebs fvd ¢•rwr:re.grads. ,.:. :. - r am«mtufaakkia>,rnl prMx t 6. '.. DATE: 12.20.2019 L1 AmrRt,swp wre Pw t«+Na m mr rnswoo�e. Niiii DESIGN BY:I.S. `G ,t[ ra.z US-_. _ +win �cas,,.a Aw FnG ao,ac�ha Mcl6ax n-17CHECI�OBY: M.M. alroanotT0REVISIONS 8 R-001.00 A B C D E F G H ;SNE.12) i A B C D E F G H b/V...Lr DESCRIPTION: DRAWN BY -. DESCRIPTION- DRAWN BY: „ ` iF ENLcR'C;Y C� Cn3' Q �sU3- SNAPNRACK,UR RAIL mwatkins SNAPNRACK,ULTRA RAIL COMP KIT mwatkins S11arMo ggSolutlons REVISION: SoisrNountingSoluNons REVISION: . PART NUMBER(S). p ,PART NUMBER(S): w 232-02449,232-02450,232-02451 B M "w SEE BELOW B CONTRACTOR ............- --- _..__.1 -- .. - _ ALL ENERGY SOLAR 2 PHONE: (800)5203370 PROPERTIES ... ADDRESS:159 FRONT SKU FINISH - � CHICOPEE,SMS01013 232-02449 MILL 232-02450 _CLEARS - LIC.NO.: i. 232-02451 BLACK - E E N0UNA�IZED WE OF THIS: i ORAVAN --� PERMISSION IMTIaurwWrrEN / VIOLATIONOFLJS. iRA.CT[AINS 3 AND MLL BE SUBJECT TO CML DMdAGES AND PROSECUTIONS. (z) � ;1 NEW PV SYSTEM.6.700 kWp --�� SHERRY WINGFIELD .750 -29755 �. 47 RIVERSIDE DR r y � NORTHAMPTON,MA 01062 4 W32z � APN�- ENGINEER OF RECORD iEQUIVALENT P0357 nE5 - 1.624 4 Ixx 0.125in4 CENTROID IyY. 0.132 inb.: Sx(TOP) :0.150 ins. .792 Sx(BOT7: 0.1581ns - - SY(LEFT) 0.175Ing _ -- _. _ ;PARTS LIST _ Sy(RIGHT) 0.175 ins I ) ITEM IQTY PART NUMBER DESCRIPTION 5 _- ---- -I 1 1 _242-1 92266 SNAPNRACK UMBRELLA LAG,TYPE 3 4IN SS ......._ .. _.__ PIPQtS�:H'v 1T PNS 8) .:� 2 1 242.01219242-0122_0 SNAPNRACK,ULTRA FOOT FOR U FLASHING.,SILVER/BLACK'.. ALL DIMENSIONS IN INCHES 3 1 232-01375,232-01376 SNAPNRACK;COMP FLASHING,SIN X-121N,SILVER/BLACK ALUM : RESOURCE DOCUMENT MATERIALS: -6000 SERIESALUMINUM OPTIONS: MATERIALS: __ !6000 SERIES ALUMINUM,STAINLESS STEEL,RUBBER DESIGN LOAD(LBS) N//AA CLEAR/BLACK ANODIZED DESIGN LOAD(LBS): 1 405 UP,788 DOWN,236 SIDE DATE: 12.20.2019 - - -- - - --- ""--- -- - ULTIMATE LOAD(— L85200b UP,40.00 DOWN,1070 SIDE ULTIMATE LOAD(LBS) N/A- - MILL FINISH .--- -- - - DESIGN BY:I.S. TORQUE SPECIFICATION: .TORQUE SPECIFICATION: N/A:LB-FT BUNDLES OF 144 _ --- -___-- -- __.-- ---- - -.--- ------ ------ CHECKED BY: M.M. - - -- CERTIFICATION: UL 2703,FILE E359313;WIND-DRIVEN RAIN TEST FROM UL SUBJECT 2582. CERTIFICATION: UL2703,FILE E359313 BOXES OF 8 -- - --- -- --- - - --- - - -- _-' --� --- -- : WEIGHT(LBS): 10.80 REVISIONS 8 WEIGHT(LBS): 5.85 R-004.00 A B C D E F G. H (SHEET 15) 1 To � E n o in e e F, s VSE Project Number:U1991.0579.191 December 18,2019 All Energy Solar ATTENTION:Brian Allen 1264 Energy Lane St Paul,MN 55108 REFERENCE: Sherry Wingfield Residence(29755):41 Riverside Drive,Northampton,MA 01062 Solar Array Installation To Whom It May Concern: Per your request,we have reviewed the existing structure at the above referenced site.The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on.the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Desien Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 IRC)) Risk Category:II Design wind speed: 117 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 40 psf Existine Roof Structure Roof structure:2x4 manufactured trusses @ 24"O.C. Roofing material:composite shingles Roof slope:23° Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.48"O.C.along rails (2)rails per row of panels,length of panel not to exceed 6'-6" Conclusions Based upon our review,we conclude that the existing structAss adequate to support the proposed solar panel installation. The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The gravity loads and;thus,the stresses of the structural elements,in the area of the solar array are either decreased or increased by no more than 5%:Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. The solar array will be flush-mounted(no more than 6"above the roof surface)and parallel to the roof surface.Thus,we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible.The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift),the governing load case. 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number:U1991.0579.191 Sherry Wingfield Residence E C TOR 12/18/2019 E n G i n E E R s Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations.All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering,LLC should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found.Connections to existing roof framing must be staggered,except at array ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.), and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC µVA OF Mgrs c 9 Digitally signed C` JACOB S, yG by Jacob S PROCTOR Jacob S Proctor Proctor CIVIL y Date: No.54953 2019.12 18 FOrSTEP� ``Q 15:33:54-07'00' FSSAL ENv 12/18/2019 Jacob Proctor,P.E. MA License:54953-Expires:06/30/2020 Project Engineer Enclosures JSP/mas 651 W.Galena Park Blvd., Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U1991.0579.191 SUBJECT: WIND PRESSURE E n G I n E E R S PROJECT: Sherry Wingfield Residence Com onents and Cladding Wind Calculations Label: iSolar PangkiiiMiiiiii Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 117 Notes: - Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) I Comp/Cladding Location: Gable/Hip Roofs 7°<0<_27° Hip? No Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 (enter largest abs. value) Zone 2 GCP: '" 1.7 (enter largest abs. value) Zone 3 GCP: 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 - KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 28.2 Equation 30.3-1 GCP;: 0 Table 26.11-1 i PRESSURES: 1� = Rlj (x — G(',,) Equation 30.9-1 Zone 1, p [psf]: 25.3 psf (1.0 W, Interior Zones*) Zone 2, p [psf]: 47.9 psf(1.0 W, End Zones*) Zone 3, p [psf]: 73.2 psf (1.0 W, Corner Zones*within a) (a= 3 ft) JOB NO.: U1991.0579.191 YEC T SUBJECT: CONNECTION E 1'1 O I n E E R S PROJECT: Sherry Wingfield Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Max. Trib. Cd: 1.6 NDS Table 2.3.2 Pressure Max d (0.6 Wind) Tributary Areae Max. Uplift Embedment' [in] 2.5 (psf) Width (ft) (ft) Force (Ibs) Grade: SPF (G = 0.42) Zone Capacity [lbs/in]. 205 NDS Table 12.2A 1 15.2 4.0 13.0 198 Number of Screws: 1 2 28.7 4.0 13.0 373 Prying Coefficient: 1.4 3 43.9 4.0 13.0 571 Total Capacity [lbs]: 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. 2. 'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). JOB NO.: U1991.0579.191 TR SUBJECT: GRAVITY LOADS yE n © i n E E R S PROJECT: Sherry Wingfield Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 5.1 Composite Shingles 2.2 1.09 2.0 psf 1/2" Plywood 1.1 1.09 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum Clg. 2.0 psf M, E & Misc 1.5 psf DL 10 psf PV Array DL 3 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 20 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 5.1 5.1 Roof Slope [°]: 23 23 Snow Ground Load, pg [psf]: 40 40 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Cf: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II O ASCE 7-10, Table 1.5-1 Importance Factor, Is. 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pf [psf]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pn, [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No Yes ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 0.78 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 35 27 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 27 JOB NO.: U1991.0579.191 YE c T o R SUBJECT: LOAD COMPARISON E n © I n E E R S PROJECT: Sherry Wingfield Residence Summary of Loads Existing With PV Array D [psf] 10 13 Lr[psf] 20 20 S [psf] 35 27 Maximum Gravity Loads: Existing With PV Array (D+Lr)/Cd [psf] 24 27 ASCE 7-10,Section 2.4.1 (D+S)/Cd [psf] 39 35 ASCE 7-10,Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for 5,and 1.25 for Lr) Maximum Gravity Load [psf]:1 39 35 Ratio Proposed Loading to Current Loading: 90% OK The gravity loads and;thus,the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34, 9th Edition are met and the structure is permitted to remain unaltered. JOB NO.: U1991.0579.191 TSUBJECT: SOLAR LAYOUT e n o i n E E R S PROJECT: Sherry Wingfield Residence 12/16/2019 ALLENER-02 SANDER ON ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY)7/15/2019 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 NAME: SF Insurance Group LLC ac NN,E><I; 715 294-5946 FAX No):(715)755-3228 744 Ryan Dr Ste 101 Hudson,WI 54016 E-MaL .sanderson@sfinsurancegroup.com INSURERS AFFORDING COVERAGE MAIC S INSURER A:PrOSi ht INSURED INSURERS: All Energy Solar Inc INSURERC: 1264 Energy Lane INSURER D: Saint Paul,MN 55108 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 IADDLII VSD SUER POLICY NUMBER POLICY EFF POLICY EXP WVD MMIDOPM LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1'000,000 CLAIMS-MADE FX]OCCUR PK201900016768 3/26/2019 3/26/2020 FR AGE TIERENTEDog&Urrecel FSn $ 100,000 _ MED EXP(Any oneperson) 5'000 PERSONAL 6 ADV INJURY $ 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 POLICY F PE� D LOC PRODUCTS-COMP/OP AGG $ 2'000'000 OTHER. CAPPED DESIGNAT 5,000,000 A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 accident) ANY AUTO AU201900016763 3/26/2019 3/26/2020 BODILY INJURY Per person) OWNED Ix SCHEDULED TAUTOS ONLY AUTOS BOOqDILY INJURY Per acddentX HIRED NON-OWNED rP OaEERdent AMAGE AUTOS ONLY AUTOS ONLY A X UMBRELLALIAB X OCCUR EACHOCCURRENCE $ 5'000'000 EXCESS LIAS CLAIMS-MADE UM201900007951 - 3/26/2019 3/26/2020l 5,000,000$ 5'000'000 DED X I RETENTION$ 10,000 WORKERS COMPENSATION PERTUT OEIR AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ .. E.L.EACH ACCIDENT FFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ci of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City P ACCORDANCE WITH THE POLICY PROVISIONS. Building Commissioner's Office 212 Main St. Northampton,MA 01060 AUTHORIZED REPRESENTATIVE :j4.A�1 -4�;O_w� ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD s Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Corporation z —� Registration. 175144 159 FRONT ST ALL ENERGY SOLAR INC u t '� Expiration. 04/24/2021 ^' CHICOPEE,MA 01013 a wA w �M See Update Address and Return Card. SCA 1 0 20M-0Y17 Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Comoration before the expiration date. If found return to: Renistration Expiration Office of Consumer Affairs and Business Regulation OL175�"1_44 04124!2021 1000 Washington Street -Sulte 710 A Boston,MA 02718 ALL ENERGY SAR lNC r� !-1 � j MICHAEL ALLEN 159 FRONT ST � ^ r CHICOPEE,MA 01013- Undersecretary Not valid without signature C onini�.:;it'1"k eall h cit Matisachtj%rEM t' Board of Buft-Brag Rii gul.jt ons and slandard-s i SCOT FOURNIE 67 PEARL STREET SOUTH HAD �. Y Mak 01075 _ a z k c ; The Commonwealth of rMlassach►►setts Department of Industrial Accidents I Congress Street, Suite 100 Boston, MA 02114-2017 WWW.ntass.go v1ilia Wovkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. 1Annlicant Information Please Print Le6biv Name(Business Urgu,ization Individual):All Energy Solar Address: 159 Front Street City'State/Z.ip: Chicopee, MA 01013 Phone #:413-461-7621 Ai e on an employer?Check the approptiate boa: Type of project(required): i ✓D I am a employer with 98 employees(cull and'or part-time).* 7. ❑New construction ❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition ❑I am a lronreovvnei'doing all wort:myself[No workers'comp.it ice required.]' I E]I am a honneo�vner and will be hiring contractors.to conduct all work on my property. I will 10 ❑ Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.[:]Electrical repairs or additions proprietors with no employees. 1_2 E]Plumbing repairs or additions ❑I am a general contractor and I have hired the subcontractors listed on the attached sheet. ! ❑Roof repairs These sub-contractors have employees and have workers'corm.insurance. I 1 [Z]Other solar ❑we are a corporation and its officers have exercised their right of exemption per hiGL c. — —- 152.§1(4).and we have no eruployees.[No%vorkers'courp.insurance required] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy info rniation. } Homeowners who submit this affidavit uidicatinne they are doing all work mid then hire outside contractors must subnat a new affidavit indicating such. 111 tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'coup.policy number. I ant an entploj•er that is providing tt orkers'compensation insurance jar my entployees. Below is the policy and job site information. Insurance ConTany Nanie:Atte American Insurance Company Policy#or Self=ins.Lic.#: C66721176 Expiration Date: 10/1/2020 job site Address: 47 Riverside Dr Citv State zip: Northampton, MA 01062 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 tune up to$1,500.00 and/or one-year irnprisornnent,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. Ido hereby certify under the pains crud penahiec t>f pei jtrr7•that the infortrtation provided above is true and correct. Signature: -7� — - ----- Date: 1/13/2020 Phone#:413-461-7621 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• A.Plumbing Inspector 6.Other Contact Person: Phone#: City of Northampton, Within the package,is the building permit application and the electrical permit application.I have included in the BLDG permit application the following: - BLDG permit application - Permit Authorization Form - Engineering Certification - HIC license - Construction Supervisor License - Workers'Comp Affidavit - Construction Plans and Specs - Certificate of Liability Insurance I have included in the ELEC permit application the following: - ELEC permit application - ELEC Plans and Specs - Copy of ELEC License - Certificate of Liability Insurance I have also included two checks.A$60.00 check for the building permit and a$75.00 check for the electrical permit.I have also included a prepaid envelope. Let me know if you have any questions, Isaac Lindstrom All Energy Solar 651-842-9404