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04-009 (6) 141 NUMBS•Girder,FS,with Strut,Con DESCRIPTION Assembly GIRDER TABLE- 141000.000 Girder,FS,with PARTS LIST ITEM PART NUMBER DESCRIPTION Strut,Configurable,Assembly ITEM PART NUMBER QTY DESCRIPTION 1 000012-816 Strut,FS,55x55,T=4 mm,Custom,Gen 5,Assembly ID DESCRIPTION CONFIGURATION i 143008-010.427-002 3 Post,8,Fast Install,GaN,Epo ,L�27 2 141006-001 yox,Tx,Custom NUMBER OF GIRDER ASSEMBLIES 3 3 141006.002 Mounlin Clam 0 n,40mm GL GT GIRDER TYPE 3 2 142500-000 3 Head Assembly,Gen 5 4 141006-000 Mounfin Clamp,Lockin,40mm GL RIDER LEN G (mm) 2700 6 8 10 12 11 3 943000.913 9 Screw,Hex Head,M1Ox9Omm,DIN 931,A2 STRUT SIZE 55 x 55 4 943921-010 9 Washer,M10,DIN 125,304 SS 5 943610-025 Screw,Hex Head,M70x25mm,DIN 933,304 SS SL UT LEN SIZE mm) 1g72 6 943914-010 Nut,Square,M10,DIN 557,316 SS 5 943912-010 9 Nut,Flange,Serrated.M10,DIN 6923,316 SS Q NUMBER OF MODULE ROWS 2 �� 6 141000-000 3 Rail,Girder,FS,Configurable,Assam* 7 129010-001 Krckln,M70 RACK CON I URATION(V OR H) Vertical 8 943000-917 Screw,Hex Head,M1Ox8Omm,DIN 931,304 SS TYPE OF MODULE CLAMPING Standard Clamping �O p 7 142009.002 3 Wedge,Safety,Generation 5,ETL 9 943921-010 Washer,M10,DIN 125,304 SS `� �!�` 8 124300-03800 4 Rai,SO,L=3800 mm `�\ � 9 124300-02700 4 Rail,SO,L=2700 mm 10 943912-010 Nut,Flange,Serrated,Stut,G M10,DIN 6923,316 SS 10 129300-000 4 Slice,SO,n 11 141002-000 Shoe,T-Rail,Strut,Gen 5 12 140007-000 Shoe,T-Rad,Head,Gen 5 `� `®rte 11 131001-046 8 End Clamp,Rapid2+,46mm,Assemb S(\ �� 12 135002.003 20 Mid Clamp,Rapid2+,Grounding,40-50mm,Assembly,ETL 2 SIDE VIEW GIRDER 5 ®� DETAIL C SCALE 1:15 � SCALE 1:4 Qt 3 GT(T3,T4,or T5) LOCKING WEDGE IN THE \�,-'}-�V a g, INSTALLED POSITION 6 E ® 12 �' � � ,B�'70 \ O ® \\ � ` 2 1 DETAIL E s 1,1 SCALE 1 :5 / so/ 5 - - DETAIL F /� // SOPURLINTYP ��//J SCALE 1 :5 3\ I E 5 6 7 1 "o "yo ID _ o 7 IF DETAIL B -� 6 SCALE 1:4 9 12 m ISOMETRIC VIEW 10 a / 8 SCALE 1 :10 4 DETAIL D 3 SCALE 1 :5 11 9 I 142500-000-Head,FS,Assembly,Gen 5 ITEM PART NUMBER DESCRIPTION ] 119 Tin 150.0 11 DETAIL A 1 142500.001 Head,FS,Base,Gen 5 8 [6a .6[4�lot 2 142500-002 Head,FS,Top,Gen 5 3 SCALE 1:4 3 943610-030 Screw,Hex Head,M1Ox3Omm,DIN 933,304 SS 4 943000.001 Washer,10.5mm,DIN 7349.304 SS 4 5 943912-010 Nut,Flan e,Serrated,M10,DIN 6923,316 SS 6 943000.006 Screw,Hex Head,M12020mm,DIN 931,304 SS 7 7 161003.000 No Slide Plate,40x40,Hole 13mm,Gen 5 6 8 142500.013 Spacer,00=19.5,T=2.76,L=81 mm,Gen 5,A I 9 943912.012 Nut,Flange,Serrated,M12,DIN 6923,A4 -- -- 0 2 -_-_-- ISOMETRIC VIEW F S i SCALE 1:45 -° RONALDH.'CH'% SCHNEIDER ---- -O STRUCTURAL -' 0 ` No.45127 y- -•----- 60.0[28 in] �--119.9[434 in]-- SUPPORT TRIANGLE TRIANGLE sISTWE° 1 °�.,FS"Im Ev��,.� FRONT VIEW "6 SIDE VIEW HEAD SCALE 1:15 s/zyt5 9 ASSEMBLY VIEW SCALE 1:3 SCALE 1:3 SCALE 1:4 _ N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: Client: Ground Mount FS 2V x 6 35° Project Site: Drawing Number: SCHNEIDER �� 0 BosmJa 512612015 New Drawin SCHLETTER I Pioneer Valley Photovoltaics Coop Exterior Racking Structure Grimm ��^^� STRUCTURAL ENGINEERS 3 N L AnoN 4 311 Wells Street,Suite B 001 COMMERCE ENTER DR. 702 Kennedy Rd .,RMOEOIC�nIr�� V 5 TEL:(704)595-4200 1Fax:(704)595-4210 Details and Parts List Leeds,MA 01062 s Greenfield,MA 01301 7 EMAIL:MAILQSCHLETTER.US ISSUED BY:SCHLETTER INC. JOB HUMSER. SCALE v„zR•w�... ,,,z www.SCHLETTER.us PROPRIETARY AND CONFIDENTIALss mn o� x nswmµo,w na,e xaoE � Rs. SHEET:2 d2 SEE DRAWING VIEWS vuzwruxv ozsw;n uw vuu vnazuYO rcx cwernxnw. 6500[25517 in] DESIGN CRITERIA: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE, 3800[1498 in] 2700[10618 in) IN ACCORDANCE WITH STATE OF MASSACHUSETTS AMENDMENTS PER 780 CMR. 33 in] A �104641J-in TYP� s SPLICE LOADS: 6 [ is 1 550[2181n] � 33[118 in] MODULE DEAD LOAD=2.34 PSF SNOW LOAD=22.3 PSF(BASED ON 40 PSF GROUND SNOW LOAD AND 35 PSF FLAT ROOF SNOW LOAD) Is=1.0 Ce=0.90 C1=120 Cs=0.64 WIND DESIGN: DESIGN BASED UPON WIND TUNNEL TEST REPORT A RC 1127/0611_1e WIND SPEED=90 MPH(3 SECOND GUST) EXPOSURE:B Nv=1.0 3�2 INSTALLATION TOLERANCES: LATERAL POST PLACEMENT IS t5.0' X7214 0/ TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS t5.D' POST HEIGHT VARIATION TOLERANCE IS 30.40" POST VERTICALITY TOLERANCE<2.0*IN ALL DIRECTIONS POST ROTATIONAL TOLERANCE<tU' 7 ARRAY TILT ANGULAR TOLERANCE tl.0° SS`P/6 3i ?3 GENERAL: 1.THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. 00 h THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION.THE 3bo/ FINISHED GRADE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,BRACING,SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,ETC.THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS,METHODS,TECHNIQUES,SEQUENCES FOR PROCEDURE OF CONSTRUCTION,OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE t ITEMS).THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING,BRACING AND SHORING. 0 2.WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS,SUCH 9(Z 9 � / STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. — / ALUMINUM: 5 1.ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. 2,ALL ALUMINUM SECTIONS SHALL BE: a.SEMI-HOLLOWS AND HOLLOWS SHALL BE 6105-75,600SA-T6,OR 6005-T5 b.SOLIDS SHALL BE 6065-76 E Mm — STEEL: c o � 1:ALL BOLTS AND WASHERS SHALL BE 304 STAINLESS STEEL CLASS 2(A2.70). 2.ALL NUTS SHALL BE 316 STAINLESS STEEL CLASS 2(A4-70) TORQUE: A TORX BOLT FOR RAPID 2-MODULE CLAMPS IS 14 N-M(10.5 FT{BS) A M6 AND 114"BOLT TORQUE IS 6 N-M(4.5 FT-LBS) g M8 AND 5116'BOLT TOROUE IS 14 N-M(10.5 FT-LBS) 1050[4116 in] 2200[868 in]TYP 1050[4116 in] M10 AND 318'BOLT TORQUE IS 30 N4A(23 FT-LBS) F M12 AND 112'BOLT TORQUE IS 50 N-M(37 FT{BS) FRONT ELEVATION M16 AND 518"BOLT TORQUE IS 121 N-M(89 FT-LBS) M20 AND 314"BOLT TORQUE IS 244 N-M(180 FT-LBS) SCALE 1:25 FINISHED GRADE NOTE:RECOMMENDED SPEED FOR INSTALLATION OF SELF-DRILLING 1l4"DIAMETER SCREWS IS 1200-1600 RPMS. MODULE SIZE: RACKING SYSTEM DESIGNED FOR MODULE SIZE:1559 mm x 1046 mm x 46 mm VERTICAL MODULE GAP:23 mm �m HORIZONTAL MODULE GAP:5 mm FOUNDATIONS: POST EMBEDMENT IS PRELIMINARY 1.FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL REPORTITESTING REQUIREMENTS (SEE NOTES) BY SCHLETTER;PROJECT NO:TO BE DETERMINED ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. 2.THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT.IF THE INSTALLER NOTICES ANY SOIL THAT HAS DIFFERENT DRIVING CHARACTERISTICS THAN EXISTED FOR TESTED DRIVEN POSTS,CONTACT THE ENGINEER IMMEDIATELY. m NOTE: THE POST EMBEDMENT DEPTH IS PRELIMINARY AND SHALL BE VERIFIED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION,BASED UPON ON SITE TESTING BY THE GEOTECHNICAL ENGINEER. TO BE COATED WITH I CARBOLINECARBOGUARD 890 CORROSION CONTROL SECTION A-A SCALE 1:15 H. . - / RONALD CG 3— SCHNEIOER STRUCTURAL ~_ No.45127 )y 647[25Z in] 1937 F6'in] 9ECISi ISOMETRIC VIEW '"'oFSS�111 nwo� SCALE 1:35 6122115 N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: FSC --0 osmJa 5/26/2015 New Drawin Client: Ground Mount x 6 35° Pro ect Site: Drawin Number:z Pioneer Valley Photovoltaics Coop CHLETTER g 3 Exterior Racking Structure Grimm RUCTURAL ENGINEERS 4 311 Wells Street Suite B 5 ' 1001 COMMERCE CENTER DR.I SHELBY,NC 28150 Dim p 702 Kennedy Rd v9 921 . 1 D,CAno1 ro ST—CT L TEL:704 595-4200 Fax: 704 59 - enSIOnS and$ eCI`CatlOns n••.nm *( ) I ( I 5 4210 P s Greenfield MA 01301 Leeds,MA 01062 7 EMAIL:MAIL@SCHLETTER.US ISSUED BY:SCHLETTER INC. doe NUMBER SCALE: 8 _. _ wNNY.SCHLETTER.uS PROPRIETARY AND CONFIDENTIAL SHEEP.1 of 2 SEE GVIEVYS15 vlEws F 13 1 Ronald (Ron) Grimm 702 Kennedy Road Leeds, MA 01053 T HIGH PERFORMANCE & EXCELLENT DURABILITY a 4u f, • 20.4%efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. E 0;-32;';=ArIEL • High performance Delivers excellent performance in real world HIGH EFFICIENCY conditions, such as high temperatures, clouds and low light.',',' Generate more energy per square foot • Proven value E-Series residential panels convert more sunlight to electricity producing 36% Designed for residential rooftops, E-Series more power per panel,'and 60% more energy per square foot over 25 panels deliver the features, value and years.3,4 performance for any home. HIGH ENERGY PRODUCTION ' Produce more energy per rated watt High year one performance delivers 7-9% more energy per rated watt.'This advantage increases over time, producing 20% more energy over the first 25 years to meet your needs.' Per t Maxeone Solar Cells:Fundamentally better. « ; Engineered for performance,designed for durability. Engineered for peace of mind Designed to deliver consistent, trouble-free energy over a very long lifetime.4,5 } Designed for durability s I Years 15 20 2`, The SunPowero Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually impervious to the corrosion and cracking that r,jga re^Epp PHarON degrade Conventional Panels.4,5 a N i at, 'ndu,_ed De(ar;a'_�a x. #1 Ranked in Fraunhofer durability test.10 �Uh „er ae w< 100% power maintained in Atlas 25+ Q 4:`,; m B er Lai L r -I,d comprehensive PVDI Durability test.'' W sunpowercorp.com SSolar Mounting Systems CHLETTER Inc. PVMax3" Product Sheet Example of Typical Project Planning ANSICHTII 1 : 30 } t °t ANSICHT3 ( 1 . 100 } r` w A ~ YY a:: +aa�_� n>;s3 ANSICHT2 { 1 100 I s I A-A t 1 50 } — --- - -- ti SI^MSR . "r s _ senr.-.�+g 52 �•. Naaq 12Vf-Pv MAX 3 Example of Custom Project Planning AN'siCHTI ; 1 35 1 ANC,CHTC f 1 100 } s •�*s7t . yv y r r W �� spa t 1 , y tf? ANS;CHT3 I 1 100 } I .F. i { CHLFTTE Q Schletter Inc 3761 E Farnum Place Tucson,Arizona 85706 • Tel: (520)289-8700 Fax: (520)289-8696 �{alilu' E-mail:mail @schletter.us • www.schlettenus SSolar Mounting Systems CHLETTER h7c. PVMax3" Product PVMax TM Features and Benefits • Corrosion resistant; made of 100% aluminium • Stable and highly durable • Complete structural analysis including foundation calculation with attachment recommendation f • Cost effective project planning • Short mounting time with partial pre-assembled support kits "SRS The PvMax system uses proven technology and design based on previous Schletter ground mount photovoltaic systems, incorporating components from the IsoTop and FS Systems. The result is hundreds of megawatts installed to date. When designing the PVMax3, our engineers considered the demands of areas which receive high wind and snow loads, while keeping cost reduction in mind. - Due to efficient material utilization, the Schletter engineers were able to reduce screwed connection points while maximizing spans. Years of field experience with the product as well as customer feedback have added to the development of the PVMax3 system. This combined effort resulted in the PVMax3, a robust system that can handle demanding application environments, without high costs. Applications The grounding of open area plants on concrete foundations is mainly used in the following conditions: . k • Small and medium-sized PV plants • When pile driven posts are not possible (for example, sites where soil is too soft, too rocky, landfill sites, or an inaccessible location), or inexpensive cast- in-place concrete is available • Short turnaround time required ©Schletter Inc • 3761 E Farnum Place - Tucson,Arizona 85706 • Tel: (520)289-8700 Fax: (520)289 8696 E-mail: mail @schletter.us • www.schletter.us 14t OG-0 00 GEtler F6.wAM1DrA Ure6b AS mUy- -- _—_._-__!L___--_ _.. • f] 13 .._. ITEMPART NUMBEA DESCRIP110N PARTS LIST_ -L- GIRDER TABLE - —ter --- tls FS wYh REM PART NUMBER ON DE6CRIP1ION _ 1 D00012A16 50 1 F6 55x55 T d C scam.Gs 5 A mMY.,' - l'` 1 14300801W21-002 3 P L B.F ImIW Geh.Epoxy {1d100x-00 vcuelan 1NUMi ,BER�F�RDERASSEMBLIE51 2 142506000 3 —AWW"Ge 5 RDERTWE R 3 161016002 —__ _ _ ____ GL -- R�€NG 1 CGNF2�BATION _ �6 `0' 1.2\ X11: 3 9430 3 A 5 ow.Hes HeaE,M10x80mm,DIN931,A2 - on,p i d 141006-000 MunOnp OMmvL kx�i lgnm : _ - STRUT SIZE 55 5-~ �4 943921Af0Wsher.M1001N 12 30455 s Ad3810A25 brew,Hm H-i,M10x25 MN9113 S5 - ;SL -sTRUTCEFlGTKr 1122 ,\*ems 5 943812-010 9.NN.FlsrpeS bE5M10,DIN fiY13,31656 -- ---__ - ,- �- 6 Id1000-0W 3'R A.GSEm F6 C hp rabb.As embh 6 943911-010 NW SWRr MI-DIN 551 J1653 -_-- - NUMDER OF MODULE ROYJS + 2 .� l� ,I 129010.001 Khx M10 _ - KG G 17IV bAll) VM,ce�i _- - a°� TYPE MODULEOIAMPI-,6 M gmpmpr a '��. 1 16F0NLOP �3_1V Epe.:SWeIY(k IIOnSETL a 9 6 124900-03800 d RRX.30 L 3800 _ 30DO-917 S-. MIN S E41.21,F 4 Fbr3p B bd M10 DIN fiN 931 30495 - - 6 B 948921-0f0 Yd eh M10.DIN 126 30466 % A 184300-02100 4 R 4,SD L 2100 - - 923 31698 -' � \ 1��29300L00 d BpNce,SG Nfi _ r / 11.191001-046 B E.GMmp Rapitl2 /6m Aw.Iy 11 141002-000 h T R B,5 N Ge 5 - 1 -- ----- 140001L00 1� T.Red.H a0 n5 � ... 12 135�2UO3 20 MN CIwrr�Rap 2 GouMnp 40E0 A[xrtdN,EiL _ 8 - �`.2� i �® DETAIL C SIDE VIEW GIRDER (�- SCALE 1.4 SCALE 1:15 / A �1 LOCKINGWEDGER THE INSTALLED,OBITION 3 A "12) D - u 6i E C F , z 1 ro DETAIL E 4 - SCALE i:5 > �% 50 PURl1N NP ,�9� Y 3 DETAIL F > SCALE 5 �'. i > 1 E D r �I I r1 ��M DETAIL B SCALE 1:4 i F �'1 n j �. 11 ' z 67 q4 ry"� _ � r 1p ISOMETRIC VIEW ,e SCALE 1:10 DETAIL D - - 3 r SCALE 1:5 142500.000 Fbwi B.ASSmtldy ibe 5 - I IN ITEM PARTNUMBEft DESCRIPTIGN_ 160,Oi5{in] DETAIL L 1 1/9600.001 H E FB B e.Ge 6 �� 2 uw9Da3z Hm,IS,T,g,G�S �� 9GALE1:4 3 963616030 Nex Heatl M10x3[mm.DIN 935 3D4 SS 4 TEQ.DL01 w# 105mm,DIN 131A.304ss )' 5 943812 410 NN FM re Sx Md,M10 DINB 23 31886 I 6 IN M06 TS He H d,M12xf26n DIN931.304SS I � -FR — 1 v, x' }� 8003-00 62e PW 40x40 Hob 13m Ce 1 B B 42500013 �5pc 00=1A5 i 216 L Bimm,GS S A I 9 913912L12 4 FMIp4,6a led N12 DIN 6.2J A4 - 4.. I ISOMETRIC VIEW 11 SCALE 1:45 '' f ---`eD.G lei iN --n9.9 f49 ipl i SUPPORT TRIANGLE 3'I, �s) FRONT VIEW SIDE VIEW HEAD SCALE 1:15 _ } ASSCALE 1:4 SCALE I:3 - —SCALE I',3 PRELIMINARY SCALE 1 4 _ ___ __ Z1 o a wx cx6cxe0 aenEwEO ao E —-RRVIZO -.__ Client: —SCHLETTER GrWnd Mount gFS 2V x 6 35° Project Site: Drawing Number. UNLESS THIS DRAWING A IS SIGNED o B m as-----S N ----- - - Pioneer Valley Photovoftaics Coop Exterior Raclin Structure Grimm 311 Wells Street,Suite B 702 Kenned Rd v9921 .01 STRUCTURAL ENGINEER,IT IS --. -- -- -- DBNTBR DR I�1E1B °0 Details and Parts List y A PRELIMINARY DESIGN AND SHALL k Greenfield,MA 01301 BL pO '001`°"°"°'41 ___. __-- -._�, Leeds,MA 01062 6 - - NOT BE USED FOR CONSTRUCTION.! MALs-11ircR.US ISSUED BY SCNLETTERING. uunBBe scue 1 T T__ --- -. _- -_ -______ PROPRIETARY AND CONFIDENTIAL .-.__-._. -- -_.-_ _2Ht sEE OBAwwOrlOVS Lb_-..- 1— _.-_ -___T _ -._-i --- S--- 3 -_ wu5vscg RUS -Y Iff �1- 11 SUNPOWER E-SERIES SOLAR PANELS SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY a ng W4 YCGrS Yea-, 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.9 ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA E20-327 E19-320 Temperature —40°F to+185°F(—40°C to+85'C) Nominal Power"(Pnom) 327 W 320 W Max load Wind: 50 psf, 2400 Pa,245 kg/M2 front&back Power Tolerance +5/-0% +5/-0% Snow: 112 psf,5400 Pa,550kg/M2 front Avg.Panel Efficiency 13 20.4% 19.9% Impact I inch(25 mm)diameter hail at 52 mph (23 m/s) Rated Voltage(Vmpp) 54.7 V 54.7 V resistance Rated Current(Impp) 5.98 A 5.86 A Appearance Class A Open�Circuit Voltage(Voc) 64.9 V 64.8 V Solar Cells 96 Monocrystalline Maxeon Gen 11 Cells Short-Circuit Current(Isc) 6.46 A 6.24 A Tempered Glass High Transmission Tempered Anti-Reflective Junction Box IP-65 Rated Maximum System Voltage 600 V UL& 1000 V IEC Connectors MC Compatible Maximum Series Fuse 20 A Frame Class 1 black anodized,highest AAMA Rating Power Temp Coef. (Pmpp) —0.38%/-C Weight 41 lbs(18.6 kg) Voltage Temp Coef. (Voc) —176.6 mV/-C Current Temp Coef. (Isc) 3.5 mA/oC TESTS AND CERTIFICATIONS REFERENCES: Standard tests UL 1703, IEC 61215,IEC 61730 1 Al 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,PV Cycle 2 PVEvolufion Labs"SunPower Shading Study,"Feb 2013- 3 Typically 7-9%more energy per watt,BEW/DNV Engineering"SunPower Yield Report,' Ammonia test IEC 62716 Jon 2013. Salt Spray test IEC 61701 (passed maximum severity) 4 SunPower 0.25%/yr degradation vs.1.0%/yr corn.panel.Campeau,Z et al."SunPower PID test Potential-induced Degradation free: I OOOV Module Degradation Rate,'SunPower white paper,Feb 2013;Jordan,Dirk"SunPower Test Report,"NREL,Oct 2012. Available listings CEC,JET,KEMCO,MCS,FSEC,CSA,UL,TUV 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 Intemcflional,Feb 2012- 7 8%more energy than the average of the top 10 panel companies tested in 2012 ll 51 panels,102 companies),Photon International,March 2013. 8 Compared with the top 15 manufacturers.SunPower Warranty Review,Feb 2013- 9 Some exclusions apply.See warranty for details. 10 5 of top 8 panel manufacturers were tested by Frounhofer ISE,TV Module Durability 1041 Initiative Public Report,"Feb 2013. `+1. 11 Compared with the non-stress•tested control panel.Atlas 25+Durability test report,Feb 2013- 12 Standard Test Conditions(1 000 W/ml irradiance,AM 1.5,25°C)_ 13 Based on average of measured power values during production. See http://www.sunpowercors).com/facts for more reference information. For further details,see supplementary specs:www.sunt)owercorD.com/dcttasheets.Read safety and installation instructions before using this product. 0 April 2013 S—Power Corporation.All rights reserved.SUNPOWER,the SUNPOWER logo,MAXEON,MORE ENERGY.FOR UFE.,and SIGNATURE are trademarks m registered trademarks of SunPr Corporation.Specifications included in this datosheet are subject to change vvithout notice. sunpowercorp.com Document#504860 Rev 8/LTREN 7 _. - L_-_._ _..._._P _. _. -iP_.---- .. 31 12 _. .--_ll- 14_- 6500 PSI r^I DESNCRRERIA --- -_-- --_- _---- _--- - M EDRION OF THE INTERNATIONAL BUILMG CODE, A -.. _..-._ _---36DD If AEI mI ---_ -..-.T _-___--..IFDO IN ACCORDANCE WITH STATE OF WSSACHUSETTS AMENDMENTS PER]BO CMR. 3311ry rn- ---+ --10A61A1&,TYP SPLICE I.C.. A MODULE DEAD LOAD•131 POP SHOW LOAD-213 POP(BASED ON 40 PEF LAOUNC SNOW LOAD AND POP FLAT ROOF SNOW LOAD) I—D .-D. GI•L2D C—S4 I WIND DESN DESIGN BASED UPON WINO TUNNEL TEST REPORT N RG 1127e11 to q r 1 R WI D BREED E B 90 WH(3 SECOND GUST) \ b I hvI0 B MBTALIATI NTOLERANCES. 3 _ M/ 1 � TOTAL LLLATERALDEVMTON OF POSTS WITHIN ANARMY16350' POST HEIOHt VARNTIONTOLERANCE 16 A0.4O hl ,�` -� POST VERTICAL JIYTOLESSUG-0-INALLOIRECTODW POST ROTATIONAL TOLERANCE<:7,D' ] ARMYTILTA—LAP TOLERANCE aIo' C, % /s� \ a� GENERAL i 'eZf 1.THE STRUCTURAL CONSTRUCTION DOCUMEM6 REPRESENT THE FINISHED STRLGTURE. THEY DO WT INICICATE THE WTH DOOR SEQUENCE OF CONSTRUCTION.THE COMMCTOR SMLLSERESP WBLEFORAWIO VIDEALLMEASURESNECE68AP1'TO vy � FINISHED E- SHED 19' PPOTECTTVE 6TRLCTUPE pURM1p CONBTPUCTpN.SIGH MEA6URE36H1LL INCLINE BUT WT BE LISTED TO,BRACING SHORBAG FOR—DUE TO CONSTRUCTION EWWWM ETC iNE STPWC LENGINEERSHMLINOTBERE—.MLEFORTHE COMRACTCOS MEANS,NETH006,lECFiN011Eb.SEQUENCES FOR PROCEDURE OF tl Y , \ ! I. CONS1RIp1GN OR THE SAFETY PRECAtrtGNSANp THE PROCRAWINGIDEM THERE TO \ INOR SHALL CBSEPVA'IDN VIbfT6 TO THE SITE INCLVDE INSPECTION OF THESE IWLEME Ai NOFALL.6GAfFOLDINO6BRAC11NGA.SIbRINGNANp D \ \ \ 2 WHERE REFERENCE IS MADE TOVARIOVS TEST STANDARDS FOR WTERALS SUCH \ ! STAWARDS SHALL BE THE LATEST EMION ANDOR ADDENDA. I,ALL ALU W SHALL COIEORM WITH THE tATPST ALUMIJLIM DESN HANDBOOK. 2414UINLMSEIR.B-LBE. A SEMFHOLLOWS AND HCLLON6 SHWIL BE 6106.16.6 T6.OR EWFT6 n6aups slwLa66D6YTe E: S STEEL I I I ALL BOLTS AND WASHERS SHALL BE 3D43 TA NE366TEE C LA661(A?]0 . 2ALL NUr66MLL Bf 3T63rAINAE555TEELCU852(A41D) BBB / bJ TORdIE' \ TOR%BOLTfOR MPW i•AgOULFCUW91814 Nd110.6 FTAB8 I s ) A WAND 5H SO LT I LTOPQLE I66Nw145FrAes) 'M1p W AND LI6'BOLT TORQUE IS FTAB) IF ii001861 rn]iVP--- ,�-10501411]Inl— MIOAND"I:OLTTOROUEIS50NM(i3FTLB6) F M16 AND SAAI'BOLT TOP0UE 16111 NM((RL186 FRONT ELEVATION MESANS N'BOLT TORQUE B lu"d.Fr-LBS) 44:� SCALE 1:25 ',. `�I,, NOTE RECOWAENDEO SPEED FOR INSTALLATION OF SELF-0RILUNC 1H'DIN NETER -RNEHED OWE 3 _ � ECREWS IS 12.1-RIUS, '. 1 -- MODULE SIDE / RA MR SYSTEMUSO.EDI.RMODULESIZE.1569mmx10M mmxl6mm i. VERTK;AL MODULE MP.11mm / / \/>� HORIZOMAL MODULE GAP.Smm � P I F0 ,-FOET EMBEDMEM IS PRELIMIIIAPY /j., 1 FOUNDATION 1 DATION DESN I5 BASED UPON CE.TECH REPORMESTMIG RE-SE W MS - 1' (SEE NOTES) A / A ALLCONLSTPL'CTIOO SINLLCONFORMTOTHl KR 111FEMEM30FTHEOE07C0M ALREP W 2 THE STPLGTVRAL ENDINER IS NOT RESPONSBLE FOR ANI GE.TEC—L ASPECTS OF 7 $ A / THISPHOJECT.IFTHEMSTALIERNOTIOEBANYSg TIMTHASDIF REMDRNIW /Y ! /�'\ CHARACTERISTICS THAN IXISTED FOR TESTED CRNEN POSTS,CONTACT THE ENGINEER f � � IMMEOMTELV. w NOTE. P THEPOSTEMBEOMEMCEPTIMIRELIMMN ANOSHALLSEVERIFIEp BYT HESMLICTUPAL EN(3NEEROFRECORDPRIORTOCDNSTRUCTION.WEDUPC010NSITETESTINOBYrHE i (EOTE HNICALENOINEER. I / � �TO WITH CARBOIINE CARW RD BD CORROSION �;B CONTROL SECTION A-A - s SCALE 1:15 ISOMETRIC VIEW SCALE 1:35 b -MO PMMM: CNECI�O REVIEWED ApPNOVEO _.._ _-_- --_-__. __—_.-.. _.__ _-.- ----... -.-..-. _- ---__-. _.__-_-- D ,R .,M��D, - -- Nw - Client: — -_ _— --- PRELIMINARY _ —~ - - Pioneer Valk Photovolta cs Coo --SC//LETTER Ground Mount FS 2V z 6 35 Project Slte: � � O UNLESS AN SEALED BY LICENSED IED i — Y P Exterior Racking Structure Grimm 9 D awing Number: 4 - - - _ 311 Wells Street Suite B 702 Kenned R STRUCTURAL ENGINEER,IT IS - - 001 OMMER E EN ER DP.I6 ELfi HO y d rt6 - - Greenfield,MA 01301 TEL vP,6�.DOIF..,,o,..<:.D Dimensions and Specifications A PRELIMINARY DESIGN AND SHALL, - __-- Leeds,MA 01062 - o6H �d-.- d€ -- ---_--NOT BE USED FOR CONSTRUCTION. —__i —T -- --_ -- -- - LETTER US ISSJED 01 Sc HLETTER ONO 5,[EH,n] SEE DAAwwcvEWS ETTSP.us �! PROPRIETARY AND CONFIDENML GRIMM—LEEDS(NORTHAMPTON) 2'deep Trench for electrical conduit Ground Array Ronald (Ron)Grimm degrees or 6 degrees to the east,so the array 702 Kennedy Road will be broken into two smaller arrays(each Leeds, MA 01053 with 2 rows of 6)and spaced north to south. The arrays will have a 15 ft spacing from back of Mailing: PO Box 311, Leeds, MA 01053 south array to toe of rear array. Home phone: 413-584-3753 Mounting: Schletter FS driven posts. Array will e-mail: grimm.ron @gmail.com go in the corner of the field as close as possible to the house to keep the trench run as short as Array: 24 SPR-327s in portrait on Schletter FS possible. with driven posts. Array area slopes about 5 vv� ✓ N (PV)2 is committed to providing a high quality product and service and we took forward to working with you on your renewable energy project. Sincerely, Pioneer Valley PhotoVoltaics'Cooperative 4)1 Jonathan Child Design and Sales Team Attachments: Right of Rescission General Terms and Conditions 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. Any photographs or videos of this project may be used by Pioneer Valley PhotoVottaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. Printed Name Date S gnature Title Page omW Grtrmn��30.2015 P 7 of 8 The Commonwealth of Massachusetts Print Form _ Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly PIONEER VALLEY PHOTOVOLTAICS COOPERATIVE Name (Business/Organization/Individual): _ Address:311 Wells Street, Suite B City/State/Zip:Greenfield MA 01301 _ Phone #:413.772.8788 413.772.8668 fax Are you an employer? Check the appropriate box: Type of project (required): 1.❑✓ 1 am a employer with 20 4. ❑ I am a general contractor and 1 6 ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition working or me in an capacity. employees and have workers' g Y P Y- 9. ❑ Building addition [No workers' comp. insurance comp. insurance.. required.] 5• ❑ We are a corporation and its 10-❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.7 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.7 Roof repairs insurance required.] c. 152, §1(4),and we have no PV System q ] employees. [No workers' 1�. ✓❑ Other PV comp. insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers-compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Excelsior/Peerless Policy #or Self-ins. Lie. #: WC 8376525 Expiration Date:01/01/2014 Job Site Address:2WlKemedy Road City/State/Z1p:k ftlA4MA01W560 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and p ,�dalties,�&erjury that the in formation provided above is true and correct. Signature: Date: 6/8/2015 Phone#:413-772-8788 Official use only. Do not write in this area,to be completed by ci(y or town official. City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: w�, r''%��.c, -c�rr�•risti•�rru.�fxr�.�� c�'�-��,r :l�.rf�rr� �r��/i Off cc of Consumer Affairs aad Rus;ness Regulxinn } . 10 Park Plum-Suite 5170 r:. Boston,Msssachwerts 02116 Horne Improvement Cuntraulor Registration Registration: 14007? T4G'- Private CorU:Ftalion _ ... Lxpl'atlon: 'W'tttl'191L• Irs u:SM,, PION-ER VALLEY PHOTOVOLTAICS coo PHILIPPE RIGCLLAJD ------------ 311 WELLS ST SUITE B - -- GREENFIELD. MA 01301 __... Update Address and ivtury card.Mark raasga for ehabia. Address — Renrwal Fmptaprnmt 1.9&i Card �. (SRr!tr f'pg5•u,er alrAit{a&rl&S{rffz rti�'l1lrtJaq I.icamw tw regixirWhm valid rar Individul we only -WrAE IMPROVEMENT CONTRACTOR lnfure t4k rapi atinr Jai- 1rr u�wi rctu s.o, Iteglstration: ^41,e177 Type_ f)friet of C as umtr AMin and Rashes..,Rquiatbn `t+' '.�Enpirudwv bW1$Z);6. PiivuHCurc:rdi::+ 10!'arkPlaue Suite 51-0 Bastoe.MA 02116 PI^,`JF=R VA-L rt 0110TOVOLTAICS COO= _ PHII I:PPF RIROI 1 AUD. 311'A'ELi S-SIT LSLGNrIELD,IAA 0'301 c'— I�rdenea:r eta� Iti at valid wit t Massachusetts -Department of Public Safety Board of Building Regulations and Standards Convtruetiun Supeniwr License: CS-106329 -% I I,, Maya Fulford 159 Clark Drive ~_ Giulford VT 05301 1 Expiration Commissioner 0311412016 ,� `e CERTIFICATE OF LIABILITY INSURANCE DATE(2/20NfYY) �,,,i 12/22/2014 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 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 endorsements). PRODUCER NEE CT Jenna Rodrigues CISR Webber S Grinnell PHONE (413)586-0111 NX No;(413)586-6461 8 North King Street A`pMpAg1ESSw jrodrigue@webberandgr±nnell.com INSURERS AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A:Peerless/Liberty INSURED INSURER s:Excelsior/Liberty 11045 Pioneer Valley PhotoVoltaics Cooperative, Inc. INSURER C: Attn: Kim Pinkham INSURER D: 311 Wells Street, Suite B INSURER E: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBERktaster 2016 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. IN SR ADDL SUOR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER- MM/DD/YYYY MWDD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTE5___ X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $_ 100,000 A CLAIMS-MADE FxI OCCUR CBP8378623 /1/2015 /1/2016 MED EXP(Any one person) $ .5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 N -POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBED SINGLE LIMIT Ea accINident 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED 8372626 /1/2015 /1/2016 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS Per accident Underinsured motorist BI split $ 100,000 X UMBRELLA LIAS X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED I X I RETENTION$ 10,000 CU8377126 /1/2015 /1/2016 $ A WORKERS COMPENSATION WC STATU- X OTH- AND EMPLOYERS'LIABILITY I ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A C8376525 /1/2015 /1/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) Sungage Financial is listed as Additional Insured per written contract with respects to General Liability as per the terms and conditions of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE.WITH THE POLICY PROVISIONS. Sungage Financial 86 Bedford Street, Unit 3 Boston, MA 02111 AUTHORIZED REPRESENTATIVE J Rodrigue, CISR/JER ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 potom).o1 The ACORD name and logo are registered marks of ACORD SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Maya FUlford CS-106329 License Number 159 Clark Drive, Giulford VT, 05301 03/14/2016 Address _ -. Expiration Date 413-772-8788 Signature Telephone 9.Registered Home improvement Contractor: Not Applicable ❑ Pioneer Vallev Photovoltaics Cooperative, LLC 140077 Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA 01301 9/16/2015 Address Expiration Date Telephone 413-772-8788 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....... 0 No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[O] Other[©] Brief Description of Proposed Work: Installation of mounting system for solar panels on south side of roof. 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 Ta-OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Ronald Grimm as Owner of the subject property hereby authorize Philippe Rigollaud to act on my behalf, in all matters relative to work authorized by this building permit application. See attachment (A) Signature of Owner Date Philippe Rigollaud 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. PHILIPPE RIGOLLAUD Print Name 06/15/2015 Signature of ne t Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side 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 DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW 0 YES 0 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 0 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 e 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 Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status of Permit: ` i Building Department Curb Gut/Driveway Permit f ,-`� 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, A LICATION TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map 04-009-001 Lot - Unit 702 Kennedy Rd, Leeds, MA 01053 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Grimm A Ronald&Mary H 702 Kennedy Rd, Leeds,MA 01053 Name(Print) Current Mailing Address: 413.584.3753 See attachment (A) Telephone Signature 2.2 Authorized Agent: Pioneer Valley PhotoVoltaics Cooperative,LLC 311 Wells Street, Suite B,Greenfield,MA,01301 Name(Print) Current Mailing Address: 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com Ieted by ermit applicant 1. Building $47,529 (a)Building Permit Fee 2. Electrical (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) $47,529 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/inspector of Buildings Date O� File#BP-2015-1335 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD01301 (413)772-8788 PROPERTY LOCATION 702 KENNEDY RD MAP 04 PARCEL 009 001 ZONE RR(100)/WSP(100)/WP(7)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL GROUND MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106329 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF( 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 e a/—e� Signature of Bu' ' g icia 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. 702 KENNEDY RD BP-2015-1335 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 04-009 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-2015-1335 Project# JS-2015-002437 Est.Cost: $47529.00 Fee: $288.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329 Lot Size(sa.ft.): Owner: GRIMM A RONALD&MARY H Zoning: RR(100)/WSP(100)/WP(7)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT. 702 KENNEDY RD Applicant Address: Phone: Insurance: 311 WELLS ST SUITE B (413) 772-8788 Workers Compensation GREENFIELDMA01301 ISSUED ON.612912015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL GROUND MOUNTED 7.8 KW 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 Signature: FeeType• Date Paid: Amount: Building 6/29/2015 0:00:00 $288.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner