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31B-237 (9) I � V i j e i II g III i, I V r ; II ti �I 1. Locate the rafters and mark the installation position for each mount. Predrill a single 1/8"hole into roof to confirm rafter location. Surface Prep:Surface must be dry and clear of all debris. Use a dry brush or compressed air to clear area. 2. Remove release paper from one side of Roof Level Mastic. Place and roll onto roofs surface. 3. Remove second side of release paper and place SimpleGrip base onto center of Roof Level Mastic. 4. Install fasteners.A minimum 2 fasteners into rafter at opposite sides of base plate. 5. Place Upper Level Mastic over perimeter of SimpleGrip Base. 6. Complete the assembly by placing(1)Compression Plate fitted with GreenFasten EPDM bushing,(2)EcoFasten bracket or Rock-It Slide,(3)EPDM bonded washer and(4) Flange nut on SimpleGrip Base Stud. 7. Torque Flange Nut to 100-140 inch-pounds. � . .,� EcoFasten Solar www . ecofastensoIar . com EcoFasten Solar"All content protected under copyright.All rights reserved.08/03/15 EcoFasten Solar products are protected by the following U.S.Patents.8.151.522 132 8.153.700 B2 8,181,398 82 8,166,713 B2 8.146.299 B2 8.209,914 B2 8.245,454 B2 8,272.174 B2 8,225.557 B2 Assembly Sheet - SimpleGrip 1. Installation to be completed in accordance with manufacturer's written specifications and installation instructions. 2. See spec sheet or contact manufacturer for detailed material, finishes, and configuration options. 3. Contact manufacturer for detailed layout. 4. Do not scale drawings. 8 5. Subject to change without notice. 9 7 6 5 4 3 e a 1 e e e 2 i 1 ITEM NO. DESCRIPTION QTY 1 Roof Level Mastic sold separately 1 2 SimpleGrip Base 1 3 3" OMG XHD 2 4 Upper Level Mastic (sold separately) 1 5 GreenFasten Bushing 1 6 Compression Plate 1 7 Rock-It Slide (sold separately) 1 8 5/16" ID EPDM Bonded Washer 300 Series SS 1 9 5/16"-18 Flange Nut 300 Series SS 1 f ALPINE c ^" SNowGUARDS"� EcoFa.Sten Solar R 289 Harrel Street Morrisville, VT 05661 Toll Free Phone 1.888.766.4273 Toll Free Phone 1.877.859.3947 Material: See Spec Sheet Toll Free Fax 1.888.766.9994 Toll Free Fax 1.888.766.9994 Scale: 1:5 8/3/2015 ASG: - EFS: X QUIK FOOT`'' PRODUCT GUIDE Bracket Options - L-102-3" 4W tv t F � y C n U O IJ U Fc Fostrn Solu,C,/th mntem T, Ccct°u i;nder copyright,Al nqiies reserved. 03;811 I See.4-8 ight rhi'7kii7 SOlar 606,7-T6 and s06 Peci fiCat'017S Mount b 3-T5 6105 TS al ballast frame Motu rMount� spurn extrusion The So C'�mPliant Tilt 1 rating clips and Call!olarA4ount, TWO 0 and L-feet rlarnps to Your irar for docUYstem is PE ce ce stan huildin mentat. rtified. zS�Cere itt nos errant g code n applicah/e or,e-p+ect,s lded st��severe) Product rMoun�ts c 1$_ doffs Fas nea'nless steel warra yWarrantY at7d a by a xu-Year "ited Solaromplete wary S Year/trotted finish �o anti our Vveb s nee installation'mownload an r R anuai from y BrigR,,,,,A t� . Visit us online at vvwW un. orac rafi SOLAR IVIOUNT" RAIL OPTIONS ATTACHMENT OPTIONS KEY BENEFITS PV's most versatile mounting system Flexible Components Speed Installation of SolarMount'Rail SolarMount'HD Standoffs Maximum flexibility HD(ircu,y duty)rail adds the Scilarf`fiuuirt advantage Use standoffs vvh­ieve,Flashed installations to`V Rt IaTopsr,_)-LA.[see separate data sheets), are orquired,on istar to oof,,for example,Two- Flush.high-profile or —d I 111n)m oppli,stion,that ri,quin,loop spans piece alumonurn ndoff allow i—ise place- low-profile configurations ment of We 11��,�,�,,�ks� over a secured base prior to the Roof or ground mount 411s 4 installation of the standoff itself, gx Pitched or flat roof All St.Ind0ff tyDeS(OMP in four standard heights 3.4, G,and/inches Appropriate Fashings are available, Ease of installation Installer-friendly components Serrated L-feet standard far ground mount installations on Minimized penetration with -feet residential and(C-1-6,11 rooftops Use L t longer attachment spans than alone above asphalt composition shingles or in con; competitive products conjunct with flat top standoffs Mount standard or light rs,k.Configure to either of Designed with customer input twa r.oil height'T one p,arraoting a,flis.'cul CO.11ngr the ut[�,,offering lose-hs-th,-romf Grounding and wire management options Strut-in-Tube Style Legs Complete technical support 0— Quickly set the prec;SP tilt single reiluned.Styles nis"ailable for high P'.1he(I o z lags PsTr Installation and code jil'i and In.profile c compliance documentation t aci,series offers three leg Ic ngths,so hat you you Online estimator as adjust to eya�tiv the tilt ungle no to,ma.iracim of 6o cicgr­­without cutting ono drili:ag it the joh site. Person-to-person customer service Standard SolarMount' FastFoot" star ds,d rod bivlr V,,,l ulnrri,f�nun lo Jr!V,o cl,"fing Core component for Unirac r-irom mc'rlt e:s,c:rift-up,final, MODULE MOUNTING mounting solutions Three rail options to Assembly Sequence Is Your Choice accommodate anyjab site Top Mounting Clamps Bottom Mounting Clips Incorporated into other Ideal forfash mount upplicu- its,hurt.,,mounting clips The Hook major product lines I Made from cast aluminum,the tile hook (stuadxd and ii n,al only, fics"s,such as'e"cl,"bul rooftops, are,to 7 ittachmpnt provides S01affirl—int�rh whene it is most ccm,enient to I you F - lewi,l .tmgs ind;��L bpforp poeA,,roble the array using -t-offeLtive solution for barrel or Spanish installing madulps,t­motioning module roonntrg holes hie oafs All required lag bolts and fojodw,re Simply fit the into its ail ,ly gnp any point if Clamps­." ,r­ 'Ile included Refer to the tile hook engineering the module F­nc,freeing yoll slot ove,the mounting but[far V froon the constraints of module j e­,r cimeelticur, Adjust thl, data far'u-load capabilities. U mot loting holes- , pactmaa,v,,h,malong NIRAC ,l�p rail slot, fi,ight SOLARMOUNTO PV's most versatile mounting system ORION I 5olarMount is the most versatile PV mounting rail system on the market today. We've engineered installer-friendly components for maximum flexibility, allowing you to solve virtually any PV mounting challenge. The universal SolarMount rail system has three options which can be assembled into a wide variety of PV mounting structures to accommodate anyjob site. Unirac provides a technical support system complete with installation and code cornpliance documentation, an on-line estimator and design assistance to help you solve the toughest challenges. �R I"■ was on Bright TMnk.in��nSal<jr Visit us online at www.unirac.com MODEL: SPR-327NE-WHT-D ELECTRICAL DATA IN CURVE Measured at Standard Test Conditions(STC(:irradiance o1 1000W/m',AM 1.5,and cell temperature 25 C 7 Peak Power(+5/-3%) Pmax 327 W 6 t o0o w/m2 Cell Efficiency rl 22.5% Panel Efficiency rl 20.1 % Q 4 80")w;m, \ Rated Voltage VmPP 54.7 V 3 Rated Current Impp 5.98 A u 2 Open-Circuit Voltage Voc 64.9 V 1 200 W/m2 Short-Circuit Current Isc 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 Temperature Coefficients Power(P) -0.38%/K Voltage(V) Voltage(Voc) -176.6mV/K Current/voltage characteristics with dependence on irradiance and module temperature. Current(Isc) 3.5nnA/K NOCT 45°C+/-2'C TESTED OPERATING CONDITIONS Series Fuse Rating 20 A Temperature -40' F to +185' F (-40'C to+ 85'C) Grounding Positive grounding not required Max load 1 13psf 550 kg/m2 (5400 Pa), front(e.g. snow) w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/M2(2400 Pa)front and back—e.g. wind Solar Cells 96 SunPower Maxeon-cells Front Glass High transmission tempered glass with Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) anti-reflective (AR) coating Junction Box IP-65 rated with 3 bypass diodes D WARRANTIES AND CERTIFICATIONS Dimensions: 32 x 155 x 128 mm Output Cables 1000mm length cables/MultiContact(MC4)connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty Weight 41.0 Ibs (18.6 kg) Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES (IN) 12X 06.6[.26] l OX 04.2[.17] „ 3 B81H L ENDS 0 r 4 At start point NEN 2,6(h 1 ntta h n i ietn n ra tiers for ROOF 96" additi_ral base's supuo n t,RrofC' 30" to overhang 66" Array 41 Add an L_Foot mouni.ed on Ecofasten Simple Grip New EPDM rubber roofing W " 2" Aerial Sub Arrays_Key RJR FUDGE basestructure s attached to sub roof st by 3"OAiG ___-- - 011— XHD screws when cantilever,16" _ 3" Solarmount STANDARD T L-foot mounted on Ecofasten Simple Grip bases mounting rail Solarmount STANDARD mounting rail attached to roof structure by 3'OMG XHD screws. _ and staggered riot more than 48 apart NEW 2x6 flat attached to existing ratters for 2x6 full dim rafter's Array 82 1/2" 5" may' additional ,es support ry Roofer 2x6 full Uim rafter, tp .,r-. at 20"O.C.`� (centered) at za°O.C. _ 20 1/2" -- - _ - 1 cent 10" New CPDM -T rubbe roofing `� N Cl) V Solarmount STANDARD Sunpower splice bar stagger rail T 61.39'x41.18'x 1.81" 851/2" 40, when practical. 201/2 -- — - q R i 1 „ 42 (or rail)y �8 a e �� 1 X142"(or a rail) v 168" 127" 40" ' 10,E � r � � � .� � t �_ l_ � � . � ..,_r ,� tr- io - 3 f .d _ Array 124" ROOF I)-LINE ROOF DRIP LINE FOOTDFrPUNe Array 207"(centered) i Roof 280" Roof 372" Sub Array_ °fir'(South L-foot mounted on Ecofasten Simple Grip bases Sub Array °E°_(East attached to roof structure 3" XHD screws. and staggered not more than 48""apart 61.Sunpower apart 39"x 41 18'x 1.81" LOWER ROOF Array standoffs are to be Sub Arrays to be installed Sunpower The centerline of the clips installed in a staggered on the south and east 61.39" x 41.18"x 1.81" should be 6"lot 5"from the 'n"3,"e' WHALEN 49 Gothic-11084 2/2 Asa pattern to evenly distribute facing roof of the lower end of the side frame. — ' 49 Gothic Street, 01 the array dead load. building Roof rafters are 20"O.C. 16"max rail cantilever Northampton,MA 01060 m a� SUNPOWER E-SERIES • r PANELS' ^k'uv HIGH PERFORMANCE & EXCELLENT DURABILITY }n � • 20.4%efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. • High performance Delivers excellent performance in real world HIGH EFFICIENCY" conditions, such as high temperatures, clouds and low light.1,2,3 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-',' performance for any home. HIGH ENERGY PRODUCTION 7 Produce more energy per rated watt High year one performance delivers 7-9% more energy per rated watt.3This advantage increases over time, producing 20% more energy over the first 25 years to meet your needs-' Maxeon®Solar Cells:Fundamentally better. o more;yrr 7 Engineered for performance,designed for durability. Ef Engineered for peace of mind + =F Designed to deliver consistent, trouble-free W � ' 4 5 energy over a very long lifetime. N Designed for durability rears The SunPower®Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually impervious to the corrosion and cracking that degrade Conventional Panels.45 a == a #1 Ranked in Fraunhofer durability test.10 Q 100%power maintained in Atlas 25+ comprehensive PVDI Durability test.'' r sunpowercorp.com Solarmount STANDARD mounting rail L-foot mounted on Ecofasten Simple Grip bases attached to roof structure by 3"OMG XHD screws, and staggered not more than 48"apart Solarmount STANDARD rail splice bar Sub Array. "B"(East_) stagger rail when practical Roof 468" D F DRIP 1- Array 331"(centered) ROOF DRIP uNE 20%, 3° 168" 166" 84"(0 r' rail) f 148" 82"(ol z rail) 10" 40" Aerial Sub Arrays Key Array start point x Sunpower 61.39"x 41.18"x 1.81" New EPDM rubber roofing ROOF Rroce 2.6 full dim rafters 2x6 full dim rafters at 20'O.C. at 20"O_C- Solarmount STANDARD New EPDM rubber roofing mounting rail a° NE\h 2x6`la'hetwecn existing rafters I.foot mounted on Ecofasten Simple Grip bases e for addition al bases support by roofer �. p p ,attached to roof structure by 3'"OMG XHD screws. and staggered not more than 48"apart 10" , -40 - - 40 �T --r„+2 )- - NEW 2x6 flat between existing rafters _ -,l-� --T t r1 82' Otl tall for additional base's support by roofer 127„ 84'(¢r 2 rail) l 168” V 168" � 0 RooF OarR UUe Roor oRic a"e ROOK ORiR ewe Array 331"(centered) Array 124"(centered) Roof 468" Roof 262" Sunpower ,, Sub Array-"A" West 61.39'x 41,18°x 1.81° Sunpower - - --_-_�- Sub Array "C"(South) p L-foot mounted on Eco{asten Simple Grip bases - 61.39"x 41.15'x 1.81" attached to roof structure by 3"OMG XHD screws, �. and staggered not more than 48"apart UPPER ROOF Array standoffs are to be Sub Arrays to be installed Sunpower The centerline of the clips sa WHALEN 49 Gothic-11084 "".r r 1 /2 installed in a staggered on the east west and 61.39" x 41.18"x 1.81" should be 6"to15"from the b ,' rta pattern to evenly distribute south south facing roof of end of the side frame. --- - 49 Gothic Street, °t$ the array dead load. the building Roof rafters are 20"O.C. 16"max rail cantilever ;'; n,' `` Northampton,MA 01060 wrw. EAH Structural Consulting FAH CONFiLlk TINC-1 _ ti� N:"w F_ ;Fit tru t�ir•�Lc�,rr, Framing Check (MP2) w=69 plf Dead Load 9.2 psf PV Load 4.0 psf Snow Load 28.0 psf 2x6 Rafters @ 20"o.c. Governing Load Combo=DL+SL Member Span=7'-9" Total Load 41.2 psf Member Properties Member Size S(in^3) 1(in^4) Lumber Sp/Gr Member Spacing 2x6 12.00 36.00 SPF#2 @ 20"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress= 1504.3 psi Maximum Moment = (wL^2)/8 = 515.55 ft# = 6186.6 in# Actual Bending Stress=(Maximum Moment)/S =515.6 psi Allowed>Actual a 34.3°% Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E= 1400000 psi Per NDS) = 0.516 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384-E-1) = 0.111 in = U838 > U180 Allowed Deflection(Live Load) = L/240 0.387 in Actual Deflection(Live Load) _ (5*w*L"4)/(384*E*I) 0.076 in U1224 > U240 Therefore OK Check Shear Member Area= 12.0 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1620 lb Max Shear(V)=w*L/2 = 2661b Aw P_-. F1 ,tc Whelan Residence, Northampton 6 EA,H Structural Consulting E ,ford -,� PH tAE 1.9 7 R 4iit � EAH Cczrrsitrt rwr; i�i�;i Framing Check (MP1) PASS w=68 plf Dead Load 9.1 psf PV Load 4.0 psf Snow Load 28.0 psf 2A.Raf[ers,@ 20"o.c. Q Governing Load Combo=DL+SL IE Member Span=T-9" Total Load 41.1 psf Member Properties Member Size S(in"3) 1('n"4) Lumber Sp/Gr Member Spacing 2x6 12.00 36.00 SPF#2 @ 20"o.c. Check Blending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL"2)/8 = 514.141 ft# = 6169.69 in# Actual Bending Stress=(Maximum Moment)/S =514.2 psi Allowed; Actual Stir sled - Therefore, K Check Deflection Allowed Deflection(Total Load) = L/180! (E= 1400000 psi Per NDS) = 0.516 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L"4)/(384*E*I) = 0.111 in = U838 > U180 Therefore OK Allowed Deflection(Live Load) = L/240' 0.387 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.076 in 01224 > U240 Therefore OK Check Shear Member Area= 12.0 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1620 lb Max Shear(V)=w*L/2 = 265 lb AHovwed>Actual.- 16.4111 _tressed -- Therefore.OK Whelan Residence, Northampton 5 EAH Structural Consulting Bedford. H . iil"-30 EAW 0014 it,JL,TIN Wind Calulations Per ASCE -05 Components and Cladding Input Variables Wind Speed 90 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 8 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 ft Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*V^2*I (Eq_6-15) Kz(Exposure Coefficient)= 0.9 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 90 mph I Importance Factor= 1 (Table 6-1) qh= 15.86 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.85 -1.45 -2.30 0.40 (Fig.6-11) Uplift Pressure= -13.48 psf -23.00 psf -36.48 psf 10.0 psf (Minimum) X Standoff Spacing= 3.33 3.33 3.33 Y Standoff Spacing= 2.75 2.75 2.75 Tributary Area= 9.16 9.16 9.16 Footing Uplift= -123 lb -211 lb -334 lb Standoff Uplift Check Maximum Design Uplift= -334 lb Standoff Uplift Capacity = 400 Ib 400 lb capacity>334 lb demand ok by inspection Fastener Capacity Check Fastener= 1 -5/16"dia Lag Number of Fasteners= 1 Embedment Depth= 2.5 Pullout Capacity Per Inch= 250 lb Fastener Capacity= 625 lb w/F.S.of 1.5= 417 lb 417 lb capacity>334 lb demand Therefore,OK Whelan Residence, Northampton 4 EAH Structural Consulting 5 k:: n,�E31I r aI_,ft n E -dfC,v d'. rJI ?, EAH Co" itjt4 TING L:IdIPI e E 4.,H I'll: tii 11 _!JCI Gravity Loading Roof Snow Load Calculations p9=Ground Snow Load 40 psf pf=0.7 Ce Ct I p9 (ASCE7-Eq 7-1) Ce=Exposure Factor= 1 (ASCE7-Table 7-2) Ct=Thermal Factor= 1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=Flat Roof Snow Load 28.0 psf IDS=Cspf (ASCE7-Eq 7-2) Cs=Slope Factor= 1 p,=Sloped Roof Snow Load= 28.0 psf PV Dead Load=4 psf(Per One Roof Energy) Roof Dead Load(MP1) Composition Shingle 4.00 1x Decking 3.00 2x6 Rafters @ 20"o.c. 2.00 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.00 Total Roof DL(MP1) 9.0 psf DL Adjusted to 8 Degree Slope 9.1 psf Roof Dead Load(MP2) Composition Shingle 4.00 1x Decking 3.00 2x6 Rafters @ 20"o.c. 2.00 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.00 Total Roof DL(MP2) 9.0 psf DL Adjusted to 12 Degree Slope 9.20 Whelan Residence, Northampton 3 EAH Structural Cortsulbito Pa r;da 1 _ C edt d r 7 }H Ci IL 1 { .} _.. EAH C Or-4f;,c0(,TIP1G Please contact me with any further questions or concerns regarding this project. Sincerely, Elaine Huang,P.E. r Project Engineer " Whelan Residence, Northampton 2 EAH Structural Consulting F d r Ord st ti - EAH Gran+SLIL TINC. E! pine. E4H'Sti udui ix July 23, 2015 To: PV Squared 311 Wells Street Greenfield,MA 01301 Subject: Structural Certification for Installation of Solar Panels Whelan Residence 49 Gothic Street Northampton,MA.01060 To Whom It May Concern, A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof support structures were observed by the client's auditors as follows: The roof structure of(MPI)consists of composition shingle on 1x decking that is supported by true 2x6 rafters @ 20"o.c.,paired with true 2x4 ceiling joists @ 20"o.c..The rafters have a max projected horizontal span of 7'-9",with a slope of 8 degrees.The rafters are connected at the ridge to a continuous 2x8 ridge board and are supported at the eave by a load bearing wall.The total horziontal span of the roof is approximately 13'-4",with a 2x4 strut to provide intermediate support to the rafters at 5'-7"from the eave. The roof structure of(MP2)consists of composition shingle on 1x decking that is supported by true 2x6 rafters @ 20"o.c.,paired with true 2x4 ceiling joists @ 20"o.c..The rafters have a max projected horizontal span of 7'-9",with a slope of 12 degrees.The rafters are connected at the ridge to a continuous 2x8 ridge board and are supported at the eave by a load bearing wall. The existing roof framing system of(MP1)is judged to be adequate to withstand the loading imposed by the installation of the solar panels.No reinforcement is necessary. The existing roof framing system of(MP2)is judged to be adequate to withstand the loading imposed by the installation of the solar panels.No reinforcement is necessary. The spacing of the solar standoffs should be kept at 40"o.c.with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Ironridge solar rail system and analyzed.Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Ironridge for the racking system and Quickmount for the roof connections. Finally,I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=9 psf(MP1) -- 9 psf(MP2) • Roof Live Load=20 psf • Wind Speed=90 mph,Exposure C • Ground Snow Load=40 psf - Roof Snow Load=28 psf Whelan Residence, Northampton 1 SITE PLAN (PV)2 WHALEN 49 GOTHIC ST,aRHAr#IiFvTON P,oncer valk:y r'hotovoltaic:; , wp'4Cr tvsr s x.00 U.: t = 4' Modules on 5 n roof surfaces 8 6 6 rA 8 v Fo- � s Tragin Properties LLC/Peter Whalen Office: 71 N King St, Northampton 01060 Site: 49 Gothic St, Northampton MA 01060 v�.r Office: 413-586-1000 e-mail: peter @whaleninsurance.com Array: 32 SPR-327-COM modules on 5 roof areas. 10.464 kW DC. Mounting: Solarmount rails on Ecofasten L feet and Ecofasten SimpleGrip bases. y Roof Structure: Engineering assessment of the structure was completed.Stamped letter attached. Roofing Material: New EPDM rubber roofing. .Q`°R" CERTIFICATE OF LIABILITY INSURANCE 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 elndorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Jenna Rodri a CISR NAME: r Webber & Grinnell PHONE (413)586-0111 1 FAX (413)586-6481 ac No 8 North King Street EMAIL .jrodrigu0webberandgrinnell.com INSURERS AFFORDING COVERAGE NAIC q Northampton MA 01060 INSURER A:Peerless/Liberty INSURED INSURER B:Excelsior/Liberty 11045 Pioneer Valley PhotoVoltaics Cooperative, Inc. INSURER C: Attn: Kim P1nkhalm INSURER D: 311 Wells Street, Suite B INSURER E: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER:Xaster 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. ILTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YriY MWDD�Y LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMA TO RENTED PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE OCCUR BP8378623 /1/2015 /1/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2f000'000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO LOC $ AUTOMOBILE LIABILITY (Ea COMB acct ED(SINGLE LIMIT $ 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BA8372626 /1/2015 /1/2016 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPPer ERTY DAMAGE $ AUTOS accident Underinsured motorist BI spift $ 100,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED I X I RETENTION$ 10,00C CU8377126 /1/2015 /1/2016 $ A WORKERS COMPENSATION I WC STATU- X OTH- AND EMPLOYERS'LIABILITY Y/N DRY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) C8376525 /1/2015 /1/2016 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 Sungage Financial ACCORDANCE WITH THE POLICY PROVISIONS. 86 Bedford Street, Unit 3 Boston, MA 02111 AUTHORIZED REPRESENTATIVE J Rodrigue, CISR/JER 3C � ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 poiom).ot The ACORD name and logo are registered marks of ACORD The Commonwealth of Hassachusetts i Print Form Department of Industrial,accidents 5 Office of Investigations I Congress Street, Suite 100 Boston, AEI A 02114-2017 _. • www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/ContractorsfElectricians/Plumbers Applicant Information Please Print Legibly Name (Business!organ}zationllndividual):PIONEER VALLEY PHOTOVOLTAICS COOPERATIVE Address:311 Wells Street. Suite B City/State/Zip:Greenfield MA 01301 Phone 4.413.772.8788 413.772.8668 fax Are you an employer? Check the appropriate box: Type of project (required): 1. 1 am a employer with 32 4. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired he sub-contractors 6. ❑ New construction 2.❑ } am a sole proprietor or partner- listed on the attached sheet. 7. [� Remodeling hhese. sub-contractors have ship and have no employees � S. � [3c.moiitiort working forme in any capacity.acit employees and have workers' " P .. 9. 7 Building„addition jNo workers" comp, insurance comp. insurarnce.� required.] 5. 7 We are a corporation and its j 10-7 Fleetricai repairs or additions 3.n 1 am a homeowner doing all work officers have exercised their ( 1 1.7 Plumbing repairs or additions myself. (No workers' comp. right of exemption per MGL j 1- F-1 Roof repairs l insurance required.] ' c. 15_, S 1(4), and we have no ! � I employees. [va workers' comp. Other Sys#em.,.,__ comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below shoving their%wrkcrs'compensation policy information. Iiomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. -Contractor that check this h0X must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide-their workers comp,policy number I am an employer that is providing workers'compensation insurance for men eniploi'ees. Below is the police°and job site information. Insurance Company Name:Excelsior/Peerless Policy # or Self-ins. Lic. #: WC 8376525 Expiration: Date:01/01/2016 Job site Address:49 Gothic St. _ ,City/State/'Lip:Northampton, MA 01060 Attach a cope of the workers' compensation police declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of NIGIL 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 tine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D1A for insurance coverage verification. I do hereby certi v under the pains and a allies o er'ury that the information provided above is true and correct. Sirynaturc: Date: 10/28/2015 Phone 4:413-772-8788 Official use onlY. Do not write in this area,to be completed by citi,or town official City or Town: , Permit/License# i Issuing Authority (circle one): 1. Board of Nealth 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other i i Contact Person: Phone#: I' Office of Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement Coirtractor Registration. - Registration: 140077 --- r —`Y Type: Private Corporation ' - - Expiration, 9/16/2017 Trfi 270458 PIONEER VALLEY PHOTOVOLTAICS�-O- Q PHILIPPE RIGOLLAUD 311 WELLS ST SUITE 8 GREENFIELD, MA 01301 Update Address and return card.Mark reason for change. sea t :, 20ne-cs7i Address j Renewal -] Employment Lost Card yL'� office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to- tRegistration 140077 Type: Office of Consumer Affairs and Business Regulation 5 Ezpiratan 9/16/2017 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 PIONEER VALLEY PHOTOVOLTAICS COOP PHILIPPE RIGOLLAUD--.• 311 WELLS ST SUITE 8 GREENFIELD,MA 01301 Undersecretary Not valid without s �. yF r s U �v Massachusetts -Department of Public Safety r Board of Building Regulations and Standards E Construction Superb i%t)r License: CS-10029 Maya Fulford - 159 CIark.Arive Ciulford VT 0501 - Expiration Cortunis stone r 03/14/2016 Attachment A 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 PhotoVottaics 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 PhotoVoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. 'Po' w t 1 Print Name O t eF wq/A/it c Date / n ture - Title Proposal and Agreement-24 N Maple Street,Florence Page 7 of 7 Peter Whalen,August 12,2015 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 1 1,- r � 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 09/16/2017 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 budding 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 D Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [M Siding[O] Other[EEQ Brief Description of Proposed Work: Installation of mounting system for solar panels on 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 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Peter Whalen for Tragin Properties LLC 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 05/15/2015 Signature of ne it 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 Q DONT KNOW YES 0 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 Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES Q 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 O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. _ Department use only City of No hampton — . S atus of Permit: Building D pa4ment C jrb Cut/Driveway Permit 212 Mai St'teebEG — i S wer/Septic Availability Roo 10 ter/Well Availability Northampto , T o Sets of Structural Plans DEi' �GMNS phone 413-587-124 Fax 41 4 X >> PI t/Site Plans Other Specify APPLICATION 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 49 Gothic St. Northampton, MA 01062 Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Tragin Properties LLC/Peter Whalen 71 King St. Northampton,MA 01060 Name(Print) Current Mailing Address: 413-586-1000 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 completed by ermit applicant 1. Building $47,142 (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) $47,142 Check Number �d This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2016-0730 Irl - I APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST- SUITE B GREENFIELD01301 (413)772-8788 —.Jaw PROPERTY LOCATION 49 GOTHIC ST MAP 31B PARCEL 237 001 ZONE CB(100)/ 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 ROOF 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 INFORMATION 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 Demolition Delay S b ure of B ilding fficial 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. 49 GOTHIC ST BP-2016-0730 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31 B -237 CITY OF NORTHAMPTON Lott- 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-2016-0730 Project# JS-2016-001022 l:st. Cost: $47142.00 Fee: $288.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329 Lot Size(sq. ft.): 7753.68 Owner: peter whale n Zoning: CB(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT. 49 GOTHIC ST .j pplicant Address: Phone: Insurance: 311 WELLS ST SUITE B (413) 772-8788 Workers Compensation GREEN FIELDMA01301 ISSUED ON.121712015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 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: f=inal: 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 12/7/2015 0:00:00 $288.00 212 Main Street, Phone(413)587-1240, Fax: (413) 587-1272 Louis Hasbrouck—Building Commissioner