The URL can be used to link to this page

24D-001 (6) i /_5 City of Northampton a S ��4 i`�i�( `o l Building Department Plan Review / 212 Main Street Northampton, MA 01060 Mounted on North side and extended up truss SPF#2 roof rafter - 24"on center i Asphalt Shingle-- I I - Ironridge XR100 mounting rail -it 17 4V - -- _ h _ — : Ir *1 111 F _ -�—— — - `— - -- �. .y...... ......: -r Sunpower Module - - - 81.39"x41.18"x1.81" f32 IV tv LLJ - c _ I < ---L-foot mounted on Quick-foot with all metal flashing. Quick-foot base is secured to the roof rafter via two GRK RSS 16"X 3-18" structural screws. Li o Li a' I G-1. Notes Array tandoffs are to be Array to be installed on Sun power The centerline of the clips Pj; Nam ee2..oiou s""svaon Y Y Po P Pioneer Valley PhotoVoltaics s,i.r MW r.yo,a installed in a staggered the south facing roof of the 61.39" x 41.18"x 1.81" should be 6"ta15"from the Cooperative,Inc.,311 weua street Oeb:w oI pattern to even) distribute facility. end of the side frame. suites:Greenfield,78 01301 P Y `I P�{413}772$788 2/2 the array dead load. Roof Truss'are 24"O.C. No. Revislen,issue Date Designer.Christopher Krezmien Commerdal Operations rr w j U SUNPOWER E-SERIES COMMERCDAL SOLAR PANELS SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY 95% 90% .. _. i35, `5 zT 8090 759% 5 10 15 20 25 0 5 10 i 5 20 25 Years Years More guaranteed power:95%for first 5 years,-0.4%/yr.to year 25.8 Combined Power and Product Defect 25 year coverage that includes panel replacement costs. ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA E20-327-COM E19-310-COM Temperature –40°F to+185°F(-40°C to+85°C) Nominal Power 12(Pnom) 327 W 310W Max load Wind:50 psf, 2400 Pa, 245 kg/m2 front&back Power Tolerance +5/-3% +5/-3% Snow: 112 psf, 5400 Pa,550kg/m2 front Avg. Panel Efficiency 13 20.4% 19.3% Impact 1 inch(25 mm)diameter hail at 52 mph(23 rl resistance Rated Voltage(Vmpp) 54.7 V 54.7 V Appearance Class B Rated Current(Impp) 5.98 A 5.67 A Solar Cells 96 Monocrystalline Maxeon Gen II Cells Open-Circuit Voltage(Voc) 64.9 V 64.4 V Tempered Glass High Transmission Tempered Anti-Reflective Short-Circuit Current(Isc) 6.46 A 6.05 A Junction Box IP-65 Rated Maximum System Voltage 1000 V UL; 1000 V IEC Connectors MC4 Compatible Maximum Series Fuse 20A Frame Class 2 silver anodized Power Temp Coef. (Pmpp) –0.38%/°C Weight 41 Ibs(18.6 kg) Voltage Temp Coef. (Voc) –176.6 mV/oC Current Temp Coef. (Isc) 3.5 mA/oC TESTS AND CERTIFICATIONS Standard tests UL 1703, IEC 61215, IEC 61730 REFERENCES: 1 All comparisons are SPR-E20-327 vs.a representative conventional panel:240W, Quality tests ISO 9001:2008, ISO 14001:2004 approx.1.6 m2,15%efficiency. EHS Compliance RoHS,OHSAS 18001:2007, lead-free 2 PVEvolution Labs"SunPower Shading Study,"Feb 2013. Ammonia test IEC 62716 3 Typically 7-9%more energy per watt,BEW/DNV Engineering"SunPower Yield Report," Salt Spray test IEC 61701 (passed maximum severity) Jan 2013. 4 SunPower 0.25%/yr degradation vs.1.0%/yr conv.panel.Campeau,Z.et al. PID test Potential-Induced Degradation free: 1 OOOV 10 "SunPower Module Degradation Rate,"SunPower white paper,Feb 2013;Jordan,Dirk Available listings CEC,JET, KEMCO,MCS, FSEC,CSA, UL,TUV "SunPower Test Report,"NREL,Oct 2012. 5"SunPower Module 40-Year Useful Life"SunPower white paper,Feb 2013.Useful life is 99 out of 100 panels operating at more than 70%of rated power. _ _ 6 Out of all 2600 panels listed in Photon International,Feb 2012. F 7 8%more energy than the average of the top 10 panel companies tested in 2012(151 panels,102 companies),Photon International,March 2013. 8 Compared with the top 15 manufacturers.SunPower Warranty Review,Feb 2013. l 1046mm 9 Some exclusions apply.See warrant'for details. 10 5 of top 8 panel manufacturers were tested by Frounhofer ISE,"PV Module Durability `—i 8 [41.2in] a Initiative Public Report,"Feb 2013. 11 Compared with the non-stress-tested control panel.Atlas 25+Durability test report, Feb 2013. _ 12 Standard Test Conditions(1000 W/m2 irradiance,AM 1.5,25` . 46rTtm — - 155gmm -- i C 13 Based on average of measured power values during production. [1.81 in, [6194tH] See hfp://www.sunpowercorp.com/facts for more reference information. For further details,see extended datasheet:wwhv.sunpowercorp.com/datasheets Read safety and installation instructions before using this product. Designed in California C March 2013 San Power CorporoIi .All rights reserved.SUNPOWER,the SUNPOWER logo,MAXEON,MORE ENERGY.FOR LIFE.,and SIGNATURE are trademarks or registered trademarks of sunpowercorp.com SanPo—Corporation.Specifications,ncladed in this datasheet are sabiect to change v,nhoat notice. Docament#505701 Rev A/LTR_EN POWE t COWOERCIAL SOLAR PANELS HIGH PERFORMANCE & EXCELLENT RELIABILITY EZ� w. • 20.4%efficiency . w w. Captures more sunlight and generates more power than conventional panels. E20-327 PANELS • High performance Delivers excellent performance in real world HIGH EFFICIENCY° conditions, such as high temperatures, could and low light.'2 3 Generate more energy per square foot • Commercial grade E-Series commercial panels convert more sunlight to electricity producing Optimized to maximize returns and energy 36% more power per panel,'and 60% more energy per square foot over production, the E-Series panel is a bankable 25 years.3 4 solution for commercial solar applications. HIGH ENERGY PRODUCTION ' Produce more energy per rated watt More energy to power your operations. High year one performance delivers 7-9% more energy per rated watt.3 This advantage increases over time, producing 20% more energy over the first 25 years to meet your needs.' 0 120% More Energy 110% Per Rated Watt Maxeon®Solar Cells:Fundamentally better. o 100% more,year 1 Engineered for performance, designed for reliability. 0 90% l 35% more, a year 25 Engineered for peace of mind �° J Designed to deliver consistent, trouble-free W 0U'° ' energy over a very long lifetime.4' } 60% 503;0 N 0 5 10 15 20 25 Designed for reliability Years The Sun Power°Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually 3 10' Maintains High impervious to the corrosion and cracking that Rawer at High Temps PHOTON o d% degrade Conventional Panels.'S a Na Light-Induced o b% j Degradation #1 Ranked in Fraunhofer durability test." -a High Average Watts 100% power maintained in Atlas 25+ >1 4% m Better Law-Light and comprehensive PVDI Durability test.'' Spectral Response w 2% High-Performance `o Anti-Reflective Glass } 0% sunpowercorp.com H�J � I rC1 FRONT VIE vi � J i G J E ) li i; AS REQ IRED BY jMODULE MANUFACTURE Bi i PLAN VIEW TILT MOUNT ON FLAT ROOF C Sale 1"=1'0" 1.. 4 ' AS REQUIRED BY MODULE MANUFACTURE ' C (C)-FRONT VIE ---- G E -- - AS REQ IRED BY MODULE MANUFACTURE B � i A PLAN VIEW FLUSH MOUNT ON PITCHED ROOF __ 1.. 4 XR10 Rail XR100 Rail XR1000 Rail Internal.Splices ,rrlrr*w1iM ., ". .,.. '•1i•Iw.1111Wy1�r�� *rrl.r111nwlwryyplWlYli .: ""-_... A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal sL)lices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails • Clear anodized finish • Clear&black anod.finish • Clear anodized finish • Grounding Straps offered FlashFoot Slotted L-Feet Standoffs Tilt Legs 1�III li Anchor, flash, and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights. angle, up to 45 degrees. • Ships with all hardware High-friction serrated face • Works with vent flashing • Attaches directly to rail • IBC& IRC compliant Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails Clear&black anod.finish • Lengths from 3"to 9" • Fixed and adjustable End Clamps Grounding Mid Clamps,": T Bolt Grounding Lugs Accessories i r r Slide in claml2s and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish & black anod. Parallel bonding T-bolt Easy top-slot mounting • Snap-in Wire Clips • Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates pre-drilling • Perfected End Caps • Optional Under Clamps Mill&black stainless Swivels in any direction • UV-protected polymer E:1 Design Assistant NABCEP Certified Training Go from rough layout to fully Earn free continuing education credits, jot,engineered system. For free. while learning more about our systems.r ,, ,, $' RON RI DGE Roof Mount System IMRW�" «' D 2 IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. "I " Strength Tested fi PE Certified All components evaluated for superior `f�: Pre-stamped engineering letters y " structural performance. available in most states. Class A Fire Rating Design Software Certified to maintain the fire resistance Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate ,� Twice the protection offered by module grounding components. competitors. The Commonwealth of'tMfassuchusetts � Print Faun - Department of.lntluslrial Aceidenis TEE ==': Office of Investigations 1 Congress Street,Suite 100 .Boston, tt1A 02114-2017 WWW.mass.go vldlia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumber-s Applicant Information Please Print Legibly Name (E3usineaslDr an z�ttiot,flstdivitlu tl):PIONEER VALLEY PWOTOVOLTAICS COOPERATIVE Acldress:311 Wells Street. Suite B City"Statc%Zip-Greenfield MA 01301 _ Phone 9:413.772.8788 413.772.8668 fax Are you an employer? Check the appropriate box: Type of project (required): i.tv I ant a empio,yer with 25 _ 4. 7 1 am a general contractor-and 1 employees(full ad.orpart-time). have hired the sub-contractors 6. 7 New construction n d F7 I ate a sole proprietor or-partner- listed on the attached sheet. 7. ❑ RemoclefinL These sub contractors have Demolition ship and have no employers � �. ezovc have workers' work trip- for me in air ca achy addition .- t 3o workers* comp. insurance conrP, tnbtsrance.= required.] �. , We are a corporation and its � l0._ Eiectrica. repairs or additions ,. I a3rr,a homeowner tioitf al! work officers have exercised their 1 l.� Plumbing repairs or additions , m � nrw,e f. ' o workers' comp. � G 12.❑ Roof repairs insurance required.j` c. 152. r 1(-1).and we have no j rPV System trnploue*es. rNo workers' 13.0 Othe, y comp. insurance required.] *Any applicant that checks uox 01 must also lilt out the section below showing their workers compensation polio\ infurmatiun. llumeovv°tiers N%tv submit this affidavit indicating,th%n art doing all work and then hire outside contracture must autxmt a nevv affidavit indicating such. -Contractor that cheek this hox must attached:tn aduittonal $lire,showing air name of the sub-contractors and state whether or not those entities have empiovc^ea. If the sub-contractors have empiovres,the\ must provide their v,orkers comp polio} number l am an entplayer that is providitig workers'conipensation insurance for my eniplo gees. Below is tite polio,and job site information. Ire urance Company Name:Excelsior/Peerless Poiicy 4 or Self-Ins. Lic.9: WC 8376525 Expiration Date:01/01/2016 job Site Address:257 Prospect St. C:ity/State/Zip:Northampton MA 01060 Attach a copy ofthe workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure covet-age as required antler Section 25A of MGL c. 15' can iead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one-year imprisonment, as well as civi` penalties in the form of STOP WORK ORDER and a tine of up to S250.00 a flay against the violator. Be advised that a copti of this statement maN be forwarded to the Office of investigations of the DIA for insurance coverage verification. I do hereht-certi t-under th,e ainsand allies, rjurt that the information provided above is true and correet. Sirrna Lire, bate 6/4/2015 Phone#:413-772-8788 Official use offal. Igo not write in this area,to be completed bt'citti'or town official. C:it-v or Town: Permit)License# Issuing:Authority {circle one): 1. Board of Health 2. Building Department 3. City'Town Clerk a. Electrical Inspector 5. Plumbing Inspector +6. Other Contact Person: Phone#: ., �''� r.�, :t*fi,rrj•r>?t-'rr-;L.{xE=cr�.��r. r.�f'��l�tr..,�r.r�,�+rr;�:f�!'/,i Otlicu atf Con-sumer affairs and Business Reg.ul a,.inn t 0 Pl-iTk Plaza- guilt•5 30 Bosion,Massachu5 is 02 116 Home hnprovu--ment C.unlTuvlor Rvgisualian .., Res>Earc�tion: 1•t[.'i07' ... Typc: Pri-mt Cori>{radfort tearatf�r.; aettPL'utt: I m ZaLM.l PIONEER VALLEY PHOTO"VOLTAICS GOC) PHILIPPE RIGOLLAA) 311 WELLS ST SMITE B GREENFIELD MA D1301 Up&ce Address me rttuto card.Mark rtasau for chug{ L Addrexx —Rmrasl —' RoaMmmrat L..t.ostCArd fh 4"9NtJA a 1 Cf .'ti:S.5�2'W.•.�1+•t:: �•` tftraa tr{ uc+u ef'Affmr4,dc nryatra(rtui va&t Fm intirvittrl—mly CUE:IMPROVEMENT CONTRACTOR #y+tort t4c sa�irutr.0 )xr:. lrt atl r.We+a...0 1*cVmtmt-m i+s1t)fit "type_ flfrtx of Gang+.. it(tmi-and gs,44 vRcjz.m.Nw, ,.*+f�t{iftaliutt: fdl9di)at6 I'uumle Cu.y:»'e rli:t W llnxk f.' a-Suter i1 1, BAS[Oa.itla 113116 pull taPF P.f�t)I,I A,11.�._ iaREENFIL-D,6Mkl'3n1 �V.►tcrte Lt" .. Not volidmt t t/rr"tncted UuuAdjvg.tat apt+ ww Rrtrttl:w#aclt AAtmamt mttttrtttlx awatte�rtn rtt n'N.tttitt 5'ilw t mn k,,.+tfatrt'tw,f3lifrCLAW leant tt++l1(n".tr1 HOart offluild"-lt ta/gmom oral%tawlWetf{r t"7gt@lourtl�ltWte t.x.w{s2txafRWk11 t4tt1fi4Rw ;.rC @rteN:.t"b"•ttt'�,"l'}I�q :w: t:lifftil.'YflPtlEll T:fi 1v LA l'At'Nil'Y"±1t11 CrtnM MA dit!fAl extra-itrw,rarsarauttme•-+tddttr.nfttwry,.nebtur''rt.•. 'At��ef�L,:taiwt�.G+wrtt�ttrr'nmrr�r:adeta�..r)Ytlkasfitt:. ,.'` raw ArSU�{r t+srwt►r«a++. �it -.wrw.lWc.;aaortl7r",. ..+ '.. cs. ,- t4offavort t+av+rrramat:utHa�. ;'�CIZb ROOF-MOUNTED SOLAR ARRAY DEAD WEIGHT LOADING CALCULATION OVERVIEW Project Name LANDER GRINSPOON ACADEMY -SOUTH ROOF Address NORTHAMPTON, Massachusetts The flushed to the roof solar array being installed consists of an array of 147 modules(PORTRAIT orientation)at a 4.00:12 pitch and a roof mounting system.The mounting system includes a series of L-feet on Ecofasten Quikfoot and all metal flashing that represent discrete points of contact with the roof structure. Each support is secured to the top chord of the engineered roof trusses via two GRK RSS 5/16"x 3-1/8"structural screws. ROOF STRUCTURE COMMENTS top chord of Solar engineered truss 1.Roofing Material: Height 6 inches Asphalt shingle Width 2 inches 2.Roof pitch: 4.00:12 Rafterspacing 24 inches on center SOLAR MODULE ARRAY WEIGHT CALCULATION 71 3. Horizontal S an:27' Photovoltaic modules Units Unit Wt. Total Wt. Comments Solar module(s) 147 41 6027 Solar module SPR-E20-327 Subtotal 6027 Mounting System Units Unit Wt. Total Wt. IronRidge XR100 rail 13248 0.068 900.9 Lbs/inch M215 Enphase 0 3.50 0.0 Lbs/inch L feet on Quikfoot base 272 0.35 95.2 supports include all hardware L feet on S-5-N clamp 0 0.54 0.0 supports include all hardware L feet on VersaBracket VB-47 0 0.64 0.0 Eco-fasten with 8 screws and flashing 0 2.69 0.0 supports include all hardware Stand-off with roof boot(single support) 0 1.13 0.0 and roof boots Stand-off with roof boot(double support) 0 1.70 0.0 L-foot with hanger bolt(single support) 0 0.53 0.0 X-Flash 0 0.94 0.0 with flashing & hardware Quickfoot standoff with doubble support 0 2.00 0.0 with hanger bolt&hardware Splice bar kits 50 0.50 25.0 Module and rail grounding 0 1.75 0.0 Module universal end clips 80 0.20 16.0 Module mounting clips 256 0.16 41.6 Subtotal 1078.7 Total solar module array weight 7106.7 Ibs POINT LEAD CALCULATION; Number of support stand-off 272 Total solar module array weight_ 7105.7 Point load 26.1 Ibs S-TR113UTED LOAD CALCULATION Photovoltaic module array area Array 1 Void space rray 3 Module width (horizontal) 61.39 inches 61.39 inches 0 inches Module length (vertical) 41.18 inches 41.18 inches 0 inches Intermodule spacing 0.25 inches 0.25 inches 0 inches Number of module columns 147 1 0 Number of module rows 1 1 0 Array area 2591 square feet 18 Isquare feetl 0 1 square feet Total array area 2574 square feet Distributed load 2.8 Ibs/sf Truss 4 top cord : 2x4 webbing : 2x4 84 bottom cord : 2x6 11I 11 1291/2 1 9°. —} 84 1 93 I 1291/2 528 1/2 Truss 5 webbing : 2x4 top and bottom cord : 2x6 108 12 N 1 A9 112 r 140 } 68 d 108 # 68 1 1441/2 #— 528 1/2 IL Pioneer Valley PhoWells lcs Cooperarive,Inc, or�„anmeaer Gl 3/ ,5 311 Wells Srteet Lander Grinspoon Academy Suite B,Greenfield,MA 01301 257 Prospect St. 5/28/2015 P.(413)772-8188 Northampton,MA 01060 oaW Grant Rocco r Truss 2 webbing : 2x4 top and bottom cord : 2x X32 1qA 112 135 1/2 124 I 124 135 112 518 1/2 Truss 3 3 webbing : 2x4 top and bottom cord : 2x4 6 - �3 123 123 i 36 I 123 # 12 528 1/2 Pioneer Valley Phot ells tr Cooperative,Inc., P Lander Grins n Academy 2/3 371 Wells Street � Y Suite a Greenfield,MA 01301 257 Prospect St. 5/28/2015 P 14131772-8758 Northampton,MA 01060 Grant Rocco A top and bottom strings : 2x6 1 114 �t6 116 112 132 { 132 R- 132 132 } 132 66 \— webbing : 2x4 Truss 1 Pioneer Valley P 1 MljB S Cooperative,Inc., oLander Grinspoon Academy 1 /3 311 Welts Street Suite B,Greenfield,MA 01301 257 Prospect St 5/28/2015 P:(413)7728788 Northampton,MA 01060 Grant Rocco LGA-Northampton, MA Utility Meter& Interconnection Circuit Inverters,Solar Production Breaker in Mechanical Meter,and Utility Solar Room Disconnect at west exterior wall a 3 k= South Roof Sub-array Lander Grinspoon Academy (Solomon Schechter School) Contact: Blair Barondes (treasurer) Facility: 257 Prospect St. Northampton, MA 01060 Phone:413-585-1628 e-mail: bbarondes @att.net Bali/Seldon Residence Roof Structure 6/3/2025 Ball/Seldon Residence Roof Page z To summarize, in our opinion, the past roof performance to date has shown the roof to ProactivebyDesign be structurally adequate to support imposed loads and in the future the existing roof will also adequately support the proposed solar panels. If we can be of further assistance, please call Jonathan Rugg (603) 232-8794 or Carl, Goldknopf(603) 232-9792. Very truly yours, GZA GEOENVIRONMENTAL, INC. r r 'Jonathan Rugg Carl Goldknopf, P.E. Project Manager Senior Consultant Bradford W. Roberts, P.E. Principal/CR/Division Manager Attachments: -Photovoltaic Panel Catalog Sheet f� -Roof Framing Information An Equal Opportunity Employer M/F/VIH June 8, 2015 Prouctive Design Mr. Christopher Krezmien Pioneer Valley PhotoVoltaics Cooperative Inc. 311 Wells Street, Suite B Greenfiled, MA o13o1 Re: Grinspoon Academy(Salomon Schechter School), Prospect St., Northampton GZA File No. 02.0172356.00 T2 Dear Mr. Krezmien, At your request GZA has reviewed the information you provided on the roof structure at the Grinspoon Academy(Solomon Schechter School), at 257 Prospect Street, Northampton, MA. The purpose of this review was to provide an opinion as to the 372',Vest Street,Suite�oo structure's ability to support a proposed rooftop photovoltaic system. You have also Keene,NH 03431 603.28 3 0300 provided a catalog cut on the proposed photovoltaic (PV) panels. Both the roof structure information and the information on the proposed roof and the PV panels are attached to this letter for reference. In our opinion, the roof system will adequately support the proposed PV panels. We base this opinion on several assumptions. The roof is framed with wood trusses with 2x6 top and bottom chords and 2x4 webs. Shop drawings for the original trusses are not available.The photographs and reports you have provided suggest the roof and structure to be in good condition and performing well. We assume that the panels will be installed parallel the existing roof,eliminating any additional wind load.The PV panels will be oriented to the south and we assume that the PV panels will shed snow better than the asphalt shingle roof, due to melting and smooth surface. Further,the smooth surface and melting effect of the PV panels will serve to decrease the snow load that the roof system will experience.The information provided indicates that the PV system will weigh approximately 2.8 psf.This additional load is less than 1o%of the snow load that the roof system was designed to resist. Version l.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes No O SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date Christopher Krezmien 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. Christopher Thomas Krezmien Print Name 04/22/2015 Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Christopher Thomas Krezmien CS-103150 License Number 85 Van Nuys Rd. Colrain MA 01340 06/20/2015 Address Christopher �� y n a`K p a Expiration Date Val yP V I IcC 1 0 op Krezmien am (413) 772-9074 g squ ap _ Date.2015 06 08 14:40:29-04'00 Signature Telephone SECTION 13-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 0 No 0 Version 1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Pioneer Valley Photo Voltaics Cooperative Not Applicable ❑ Company Name: Christopher Krezmien Responsible In Charge of Construction 311 Wells st. Greenfield MA 01301 Christopher DlN ally algnaa y Dbtlswpnar Kreemleo Address D Cl.V.1 arNrexmkgo=Pb ear Valley P�o10 Vollalc Cooperalrve. Krezmien emaPe^^s�aa (413) 772-9074 �a aq a,aa o�c=DS Dale:20t 5.060814.3948 Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 760 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable i ....... ........ Name(Registrant): .. . Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): GZA GEOENVIRONMENTAL,IN . ...................... ..... ._ m._ — . ._ Area of Responsibility -_,.-.... __1_1_______ ty �w �.. . _ 372 WEST ST SUITE 100 KEENE NTH 03431 [31968_ Address Registration Number ivs ;(603)232-8792 Signature Telephone Expiration Date m .............................................._ ..... .... Name Area of Responsibility Address _ Registration Number E Signature Telephone Expiration Date Name Area of Responsibility € I Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility i ......_......... __.._... _.__ Address Registration Number i i 1 Signature Telephone Expiration Date 9.3 General Contractor Pioneer Valley Photo Voltaics Cooperative Not Applicable ❑ Company Name: Christopher Krezrnienmm� Responsible In Charge of Construction 311 Wells st. Greenfield NfA 01301 ___._... Address Christopher Krezmien ,,�< < _ a. � ;(413)772-907.4 Signature __Telephone Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front 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 ® DON'T KNOW O YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DON'T KNOW Q YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 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 ® NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other ✓❑ Brief Description The installation of 147 solar panels on the south and east facing roofs of the school Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 16 ❑ B Business ❑ 2A ❑ E Educational ❑✓ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 36 ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 56 ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 151 St 2nd 2nd 3rd 3rd 4th 4th Total Area(sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone❑ Municipal ❑ On site disposal system❑ , 3ID.; ✓ Versionl.7 Commercial Buildin Permit Ma 15,2000 Department use only ' ;� ` `' .�� o�'y City of Northampton Status of Permit: i Qua° Building Department Curb CuttDriveway Permit - '� 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 257 Prospect St. Northampton MA 01060 Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Lander Grinspoon Academy (Solomon SchechteyM 257 Prospect St. Northampton MA 01060 Name(Print) Current Mailing Address: (413) 585-1628 Signature see attachment A Telephone 2.2 Authorized Agent: Pioneer Valley Photo Voltaic Cooperative 311 Wells St. Greenfield MA 01301 Name(Print) „ „„soD„arKa ma„ Current Mailing Address: Christopher DNg"Y"algaa° y o�:c „11a1oD„erKraamla„aP,o„e (413) 772-9074 Valley P„olo VW1alc CooDararlve. Krezmien e , ^'sloe @pvspuare°coop,c=US Signature 0a1a 20150608X0383'�� Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building $82,453.00 (a)Building Permit Fee 2. Electrical $$4,695.00 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number Date Issued db � Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-1302 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD01301 (413)772-8788 PROPERTY LOCATION 257 PROSPECT ST MAP 24D PARCEL 001 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out ►b d Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 147 PANELS SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 103150 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D olitio elay Si e f Building Off ial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 257 PROSPECT ST BP-2015-1302 GIs#' COMMONWEALTH OF MASSACHUSETTS Map:Block: 24D-001 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 PANELS BUILDING PERMIT Permit# BP-2015-1302 Project# JS-2015-002393 Est. Cost: $167148.00 Fee: $1002.00 PERMISSION IS HEREB Y GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 103150 Lot Size(sq. ft.): 154638.00 Owner: Lander Grinspoon Academy Zoning:URB(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT. 257 PROSPECT ST Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Compensation GREEN FIELDMA01301 ISSUED ON.611612015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 147 PANELS SOLAR ARRAY 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 Siunature: FeeType: Date Paid: Amount: Building 6/16/2015 0:00:00 $1002.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner