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SOLARMOUNT®
PV's most versatile mounting system
A0000
Ground Mounted Roof Mounted Open Structure Google Campus, California
Solution Solution Solution '001,(ourtcsy of C) Solutions Inc.
SolarMount 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 any job site.
Unirac provides a technical support system complete with installation and code
compliance documentation, an on-line estimator and design assistance to help
you solve the toughest challenges.
:PUNIRAC®
BrightTh:nkingrr 5oi r Visit us online at www.unirac.com
SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY
POWER WARRANTY PRODUCT WARRANTY
100%
95%
eoi
ssr
,:4, r
75% ,.a*,,. 4
0 5 I 0 1 5 2':, 25 0 5 10 15 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.9
ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA
X21-335-BIJC X21-345 Temperature —40°F to+185°F (—40°C to+85°C)
Nominal Power12(Pnom) 335 W 345 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 Efficiency13 21.1% 21.5% Impact
g. y 1 inch (25 mm)diameter hail at 52 mph (23 m/s)
resistance
Rated Voltage(Vmpp) 57.3 V 57.3 V Appearance Class A+
Rated Current(Impp) 5.85 A 6.02 A Solar Cells 96 Monocrystalline Maxeon Gen III Cells
Open Circuit Voltage (Voc) 67.9 V 68.2 V Tempered Glass High Transmission Tempered Anti-Reflective
Short-Circuit Current(Isc) 6.23 A 6.39 A Junction Box IP-65 Rated
Maximum System Voltage 600 V UL; 1000 V IEC Connectors MC4 Compatible
Maximum Series Fuse 20 A Frame Class 1 black anodized, highest AAMA Rating
Power Temp Coef. (Pmpp) —0.30%/°C Weight 41 lbs(18.6 kg)
Voltage Temp Coef. (Voc) —167.4 mV/°C
Current Temp Coef. (Isc) 3.5 mA/°C TESTS AND CERTIFICATIONS
Standard tests UL 1703, IEC 61215, IEC 61730
REFERENCES:
1 All comparisons are SPR-X21-345 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 8-10%more energy per watt,BEW/DNV Engineering"SunPower Yield Report,"
Jan 2013,with CFV Solar Test Lab Report#12063,Jan 2013 temp.coef.calculation. Salt Spray test IEC 61701 (passed maximum severity)
4 SunPower 0.25%/yr degradation vs.1.0%/yr cony.panel.Campeau,Z.et al."SunPower PID test Potential-Induced Degradation free: 1000V 10
Module Degradation Rate,"SunPower white paper,Feb 2013;Jordan,Dirk"SunPower Available listings CEC, UL,TUV,MCS
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. r,
6 Higher than E Series which is highest of all 2600 panels listed in Photon Intl,Feb 2012.
7 1%more energy than E-Series panels,8%more energy than the average of the top 10 .■.r
panel companies tested in 2012(151 panels,102 companies),Photon Intl,Mar 2013. I.■,
8 Compared with the top 15 manufacturers.SunPower Warranty Review,Feb 2013. .■/ 1046mm
9 Some exclusions apply.See warranty for details. I..► I/ WI [41.2in]
10 X-Series some as E-Series,5 of top 8 panel manufacturers were tested by Fraunhofer
ISE,"PV Module Durability Initiative Public Report,"Feb 2013. .,
11 Compared with the non-stress-tested control panel.X-Series same as E-Series,tested in �� s
Atlas 25+Durability test report,Feb 2013. t
46mm . " • .•I J
12 Standard Test Conditions(1000 W/m7 irradiance,AM 1.5,25°C). —.1 —
[ .81 In] w 1[61 �I
13 Based on average of measured power values during production.
See htto://www.sunpowercorp.com/facts for more reference information.
For further details,see extended datasheet:www.sunpowercorp.com/datasheets Read safety and installation instructions before using this product.
April 2013 SunPower Corporation.All rights reserved.SUNPOW,ER,the SUNPOWER logo,MAXEON,MORE ENERGY.FOR LIFE.,and SIGNATURE are trademarks or registered trademarks of SunPower su n powercorp.com
Corporation.Specifications included in this datasheet ore subject to change without notice
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Job Truss Truss Type .City IPy Dusl Plch
02456029
0505366) '.T1GE DUAL PITCH 1 1 •
_
,Job Reference(optional)
Universal Forest Products,BelUenown,MA.01007 —6200 s Apr 28 2005 taTek Industries.Inc. Thu Jun 03 1837:17 2005 Page 2
NOTES
12)Gable studs spaced at 2-0-0 oc.
13)Provide mechanical connection(by others)of truss to bearing plate capable of wthstanding 223 lb uplift at joint 25,427 lb uplift at joint 15,420 lb uplift at joint 14,66 lb uplift at
joint 20,84 lb uplift at joint 21.70 lb uplift at joint 22,113 lb uplift at joint 23,37 lb uplift at joint 24,80 lb uplift at joint 17 and 102 lb uplift at joint 16.
14)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)25.15,19,20,21,22,23,24,17,16.
15)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPt 1.
LOAD CASE(S)Standard
1)Snow Lumber Increase=1.15,Plate Increase=7.15
Uniform Loads(plf)
Vert:15-25=-35,1-8=•80,14-15=-35,8-13=-80
WARN7RO-Verify dw(Vn paranuun and READ NOTES ON 7108 AND 6VC.UDLD aOTLR RNLRLNCL PAGE 1FD.7478 WORE I/8L. es
App3c veld for USE Drip with enek connectors.prop fib porn c bof component o neon respon lbA yof budding and n ra m Ire-not sn bdesig corn NEEPoNG
9 ponent.
r for Weep! of ere of porarnentwe and mbers i ily Addivn al com o crag tosibic of bty d designer-not truss designer.Bribing shown
�s for blerol support of mtlividuol web members only.Additional lemparary brOCSlp to insure ltobfN during construction Is the responiibilFfy of the
erecter.Adchtiona,permanent brocing of the ovawl structure 8 Me responsibility of the bulking designer.For general guidance regcsdisg A MI hk AIdh.7W
labricetron,quality conea storage,delivery.erection and brOC+ng,consult ANSI/1711 Quality Criteria,DSI.51 and Kill budding Component
Safety Informadoe ovosdbb horn Twee Plate Inside..583 D"Ornlno Drive.Morison.WI 53719. 616 Soundside Rd
Edenton,NC 27932
Job Truss Truss Type • ' Oty ;Ply 'Ouil Pod: -
52458029
0505361J T JOE DUAL PITCH 2 • 1
Job Re(erenos(optional) _
Unhorse,Fore,Products,194104rb+n,MA 61007 - 6,200*Apr 28 2005 NO Mt I,.k,auoa.■u,Shy Jun 02 16:37:17 2005 Pape 1
'1-8O__ 19.9-0 2240
0
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Scale=1:39.0
2.00 12 546"
8
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1 d , , .� 111 12
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Plate OBsets.jX,Y): (8;0-3-0,0-2r2],j15:0-3-0,0_1.111,118:0.4-0.0-0-4) •
•
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loo) Udell L/d PLATES GRIP
TCLL 40.0" Plates Increase 1.15 TC 0.83 Vert(LL) 0.00 12 n/r 180 MT20 197/144
(Roof Snow=40.0) Lumber Increase 1.15 BC 0.11 Vert(TL) -0.03 13 nor 80
TCOL 10.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 14 n/a n/a
BCLL 10.0 Code IBC2003/TPI2002 (Matrix) Weight 79 lb
BCDL 10.1) . . •
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2'Except'- TOP CHORD Structural wood sheathing directly applied or 6-0-Doc purhns, except
8-13 2 X 6 SPF No.2 end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceil,.ng directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF Stud - This truss design is based upon the building code shown.Thia code has been specified
OTHERS 2 X 4 SPF Stud by the project engineer/architect,or building designer.The applicability of this code in
any particular jurisdiction should be confirmed with the building official prior to truss
fabrication.This determinations not the responsibility of the component/truss designer.
REACTIONS (ib/size) 25=63/19.9-0,15=8119.9.0,14=535/19.9-0,19=228/19.9-0,20=237/19.9.0,21e 228/19.9-0,22=229/19-9-0,
23=235/19-9.0,24=207/19-9-0,17=207/19-9-0.16=291/19.9.0
Max Horz25=-146(load case 8)
Max Upidt25=-223(load case 6).15=-427(loed case 7),14=-420(load case 6),20=-66(ioad case 8),21=-84(load case 6),
22=-70(load case 6),23=-113(load case 6),24=-37(load case 7).17=-80(bad case 6),16=-102(load case 6)
Max Grav25=130(load case 7).15=74(load case 5).14=1039(load case 7).19=238(load case 2),20=3380oad.case 8).
21=316(load case 8).22=320(load case 8).23=325(toad case 8).24=303(1010 case 8),17e302(load case 9),
16e418(load case 9)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-35/63,2.3=-97/183.3-4=-87/179,4-5=-89/202.5-6=-891221,64=-89/241,7-8=-88/257.1-25=-133/72.8-9=-941259.
9-10=-102/215,10-11=-771165,11-12=.177/166,12-13e0/183
ROT CHORD 24-25=-10/84,23-24=-10/84,22.23=-10/84,21-22=-10/84,20-21=-10/84,19-20=-10/84,18-19=-9/85,17-18=-9/85,
16-17=-9/85,15-16=-9/85,14.15=-8/18
WEBS 8.19=-198/0,7.20=-298/86,6-21=-276/103,5-22=-280/93.4-23=-286/122,3.24=-257/36,9-17=-263/100,10-16=-378/122,
11-15=-50/481,12-14=-1024/427,2-25=-164/310
NOTES (OF't1
1)Wind:ASCE 7-02;90mph;h=24ft;TCOL=S.Opsf,BCDL=5.0pst:Category II;Exp C;partially;C-C Exterior(2);Lumber DOL=1.60 plate v^o< c A,5''4c.
gnp DOL=1.15.
2)Truss designed for wind loads in the plane of the truss only. ti a
31-.TCLU ASCE 7-02,P 40.0 psf(Sal roof snow);Ps=vanes(min.roof snow 40.0 s0 see load cases;Category Il.Ex C;Partially p MARVIN ,
g= P ( ) P eg rY P t
Exp:Ct=1 �.` SIP it.I. ._ A
4)Roof design snow load has been reduced to account for slope.
5)Unbalanced snow loads have been considered for this design. NO.36.10
6)This truss has been designed for greater of min roof live load of 20.1)psf or 2.00 times Bat roof load o140.0 psi on overhangs ,o
non-concurrent with other See loads. 9 '94-Gi -ESE- \i
7)This Miss has been designed as per IBC Sect.1605.3.1.1 Load reduction,for multiple live loads. FS',• G
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /iL
9)All plates are 2x4 MT20 unless otherwise indicated.
10)Gable requires continuous bottom chord beanng.
11)Truss to be fullLsheathed from one lace or securely braced against lateral movement(i.e.diagonal web). June 3,200 5
Continued on page 2
A D WAax4HO•Vol&e44W perantraws and 14, 1emta ON rwM AND acs pie NUM wsurswco NAOS em•saza'SCORN uaa, TRuci3 Derpn veld for vie only web rA P correcbrs.DP deFpn n b0,14 0144 upon puont010n shown.and is for on ndwdud ock3ng component.
ApPKat14N of design 1011 and proper it corpdrohort or component is ca,por-taidi+y of baticfmg designer_net Nos(Magner. •Ocino shown
e lot owns w000n of Sndr1(u01 web members only.Addeiond temperoty tYocing to mute udeO$ar1rq CorxtruceOn 1 lie net soliblty of the
Wetter-/Woolen(/permanent taxing of lee ateroo rlrucryr•O the wtpd9Lbi$y of the butane stockpot.Tar gen./col r a i 411 l.,/:41rrs 11..
tobdcolae,au0Yy cor,trlJ.voice*,dlto y,eloCtbn and bracing.contort mauve Quetta/ 011.1 Ill et Sopndeide Rd
Hdety 1044oee.e 0so83104 Mom truss Pole tee14'e.Sea D'Onolno Drip.144141400 cal 53719. Edenton,NC 27932
�. .. -.._ 4444 . . 4444 -.. _.. 4444
, .. _ ,Truss BNB!Type 'OW- Ply 1 Owl Pice
E2150026
0505366.1 I T1 I OVAL PITCH 13 1
iJob Reference'optional)
Universal Forest Protracts,BsIaerlo an,MA.0100... _ -. 0.200•Apr 28 2005 MITak I duehlsa.Inc.Thu Jun 0216:37:16 2005 Page 2
LOAD CASE(S) Standard
1)Snow.Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(pl()
Vert:8.11=-35,1-3=-80,7A=-35,3-6=-80
A WARN=•TerUJSI image Pee eeere are R/AD NOTZS OR WI AND WINDED'fli%RZFZRZNCZ NAOZ 61D4473 WORN rnR. 11 INe'' N1
Design valid for use only with Wee connectors.Ma design is based onN upon parameters shown and s or on individual buiding component.
Adoec®sly of dachas.paomenters and proper Incorporolion of component a refponabIlfy Of balding dellgner-n01 truss designer.Bracing shown
a for al=soa support of indlvfdual web members OnN.Additional temporoy bracing to unsure stability during construction is ttte respane:0s of Me
erects.AdWlonal permanent brocing of Be overall structure is the responsiblity of the building designer.For general guidance regarding A 1N10k A @n3te
Ia0ricokan qudiry coned.sta0ge.delivery.erection and bracing.consult ANSI/D11 dude.Celesta.O16•89 and KAI Scalding Component
Safety Ildannallen ovcsoble ran truss Mom+ atule.583 O'Onolrio Dnve,Madison.sy1$3719. 818 Sowdsi 3
Edenton.NC 2 27932
•
Job Teas -... Truss Type ---... - IIty Ply Owi4 Pita ... __.._
42456028
0505368) TI DUAL PITCH 13 I
,Job Referencejpbns2
universal Fag Poduw eer Moue MA
01007 6 205 s Apr 18 J005 Mask Industries.Inc. Thu Jun 02 18.37 16 3005 Page 1
-0.t.13 5.776 _ 11.8.0 1940 22-6.0
0-1-13 5-7-6 6.0-10 8.1.0 2-9-0
Scale a 1:38.6
2 00;12 5x6
3
3x6 - 4,50112_•2 .
8
x8 ,. 3x4
n "A 1
A 4
`^' _ • 4x6
. 5
6 ap
10 9 8
b
•
3.6 : 3.8 5412- 545-
7
5.00 11 2x4 I
•
_ ?-6.12-..- 6-8-4 I .. 19-x.
2-8-12 3-11-8 13-0.12 _
Pate Offsets(X V) 1tEdge,0-1-12j,.1s 04 12,0.3.0),-(10:0-3-8,0.1.8)
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) /deft L/d PLATES GRIP
TCLL 40,0" Plates increase 1.15 TC 0.99 Vert(LL) -0.06 8-9 >999 360 MT20 197/144
(Roof Snow=4O.0) Lumber increase 1.15 BC 0.39 Vert(TL) -0.12 8-9 >999 180
TCDL 10'0 Rep Stress Inca YES WB 0.55 Horz(TL) 0.03 7 n/a ala
BCLL 10.0 Code 18C2003/TPI2002 (Matrix) Weight.88 lb
BCDL 10,0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650f 1.5E'Except' TOP CHORD Structural wood sheathing duecfly applied, except end verticals.
3-6 2 X 6 SPF No-2 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing.
BOT CHORD 2 X 4 SPF No.2 WEBS 1 Row at midpt 1-10
WEBS 2 X 4 SPF Stud'Except' with 2 X 4 SPF Stud with 2-10d Gun(,131"x3')nails and cross brace
1-11 2 X 4 SPF No.2,5.7 2 X 6 SPF No.2,5-8 2 X 4 SPF No.2 spacing of 20-0-0 oc.
This truss design is based upon the building code shown.This code has been specified
by the protect engineer/architect.or building designer.The applicability of this code in
any particular jurisdiction should be confirmed with the building official prior to truss
REACTIONS (lb/size) 10.1673/0-5-8,7=793/0-5-8 fabrication.This determination is not the responsibility of the component/truss designer.
Max Horz 10=-146(load case 6)
Max UpIift10=-539(load case 6),7=-381(load case 6)
Max Grav10=2068(load case 8),7=1300(load case 9) Warning:Additional permanent and stability bracing for truss system
FORCES (10)-Maximum Compression/Maximum resswryMawrnum Tension (not part of this component design)is always required.This additional
{ p bracing and lateral brace"cross bracing'are not in the scope of this
TOP CHORD 1-2=-282/1327,2-3=511/182,1.11=0/132.3.4=-683/183.4-5=-1275/206,5.6=0/188 component design and shall be designed and specified by others.
BOT CHORD 10-11=-89/359,9.10=-1230/451,8.9=-341/1081,7-8=-4/31
WEBS 3-9=-420/198,1-10=•1619/401,5-7=-1286/375.2.9=-362/1277,4-9=-589/336.4.8=-31/159,5.8=-319/1081,
2-10=-1625/517
NOTES
1)Wind:ASCE 7-02;90mph n=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category I1;Exp C;partially;C-C Exterior(2);Lumber DOL=1.60 plate
grip DOL=1.15.
2)"TCLL:ASCE 7-02;P9=40.0 psi(gat roof snow);Ps=vanes(min.roof snow=-40.0 psi)see load cases;Category II,Exp C;Partially
Exp.;Ct'1 A`44
3)Roof design snow load has been reduced to account for slope.
4)Unbalanced snow loads have been considered for this design. OLs;i OF A148,S_
5)This truss has been designed for greater of min roof live load of 20.0 psi or 2.00 times flat roof load of 40.0 ps1 on overhangs y1 4G-
non-concurrent with other five loads. �O� yG
6)This truss rtes been des gned as per 18C Sect.1605.3.1.1 Load reduction,for multiple live loads. -
MARVIN •. .,
7)This truss has been designed for a 10.0 psi bottom chard live load nonconcurrent with any other Ewe loads. v.., STRZ / • 1A
8)Bearing at joint(s)7 considers parallel to grain value using ANSI/7P!1 angle to grain formula. Build:ng designer should verify capacity �� �, -;�, ,�
of bearing surface "1'�'''
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 539 lb uplift at{Dint 10 and 381 lb uplift at NO.36.10
joint 7.
10)This truss is designed in accordance with the 2003 International Building Code section 2308.1 and referenced standard ANSI/7P!1. A-Po f'`QfC!5*ERrc,,�<sr
LOAD CASE(S)Standard 111), 5'"+Uf)ALEAI'
June 3,2005
Continued on page 2
i I f
Design valid use only y wilts s psrwme ne on.This de Nora ON THIS AND parameters rani teand n o on lr Ov sol b.l3 ADMAN neni.
']sign vdkd for use oMY Wm htiiek connectors.1116 tl@k{pl is apsSed pity upon parpmean shown and is for on nctiv,duoi bs.ilalr'a0 cortipatert.
Apsa cohikry of deign poramenad and proper lncorporoi,on or component:4 respomAi-d3 of b•.4dng designer-not loess designer.8rocr-a shown '
CCIII
4 10t lateral support of ndivdeal web membrl Orgy AdAfiona,remoora y vac.ln0 io 4suae siobnry during construe hon is the rnponsii ov of the
erector Addkonol perms rierit bracing of the overall siruchae Is the responel Niy of the building oeigrse,for general gsrdonce regortlirs9 '.M,k.s Lahti"ib• ,
plbrcoron,MioSN conkoi,sloroge.deirery.law lion and txocnp,consult ANSI(TPlt qualify Criteria.058.81 and 8C311 8u8dng Component 818 Sounmiee Rd
Idely merino fen ovoeable horn SNP i lole inskluie.583 D'Ortotno Dave.satison.WI 53719. Easean.'AC 27333
•
_ .. _...
•
TRENGINEEERNING B
A MiTek Affiliate
Trenco
818 Soundside Rd
Edenton,NC 27932
Telephone 252/482-7000
Fax 252/482.7115
Re 0505368J
Dual Pitch
The truss drawing(s)referenced below have been prepared by Truss Engineering Co. under my direct supervision
based on the parameters provided by UFP-Belchertown, MA.
Pages or sheets covered by this seal: E2456028 thruE2456029
My license renewal date for the state of Massachusetts is June 30,2006.
pc rtq +4
�o
MARVIN A r^
-) STRZVZEWSKI �' a�
k r-
�
..0 STRUCTURAL
NO.36610 r
June 3,2005
Strzyzewski, Marvin
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI-1995 Sec.2.
Engineering services provided by Truss Engineering Company.
Maximum Span Calculator Frothingham Residence
for Wood Joists & Rafters Northampton, MA
Top of Form
www.awc.orq
Species Spruce-Pine-Fir
Size 2x6
Grade No. 2
Member Type Rafters (Snow Load)
Deflection Limit L/240
Spacing(in) 24
Wet service conditions?No
;Exterior Exposure
Incised lumber?No
Snow Load (r sf) 26.9 3 5
Dead Load (p .65+7.35 for extra safety
Bottom of Form
The Maximum Horizontal Span is:
Current Horizontal Span:
loft. 2 in. 8ft. lin.
with a minimum bearing length of 0.59 in.
required at each end of the member.
1Property Value
;Species Spruce-Pine-Fir
;Grade No. 2
;Size 2x6
;Modulus of Elasticity (E);1400000 psi
;Bending Strength(Fb) 1504.34 psi
;Bearing Strength (F0) 425 psi
Shear Strength (F,,) 155.25 psi
SECTION F
ROOF-MOUNTED SOLAR ARRAY DEAD WEIGHT LOADING CALCULATION
OVERVIEW
Project Name Frothingham Residence
Address Northampton, Massachusetts
The solar array being installed consists of one array of 8 modules(PORTRAIT orientation)at a 21 °tilt and a roof
mounting system.The mounting system includes a series of L-feet on S-5!aluminum clamps that represent discrete points of contact
with the roof structure. Each support is secured to the metal seam via two stainless steel setscrews.
ROOF STRUCTURE COMMENTS
Engineered truss I.Roofing Material:
Height top chord 6 inches Metal roof
Width 2 inches 2.Roof pitch: 21°
Truss spacing 24 inches on center
SOLAR MODULE ARRAY WEIGHT CALCULATION 3. Horizontal span: 8' 1"
Photovoltaic modules Units Unit Wt. Total Wt. Comments
Solar module(s) I 8 I 41 328 Module SPR-327NE-WHT-D
Subtotal 328
Mounting System Units Unit Wt. Total Wt.
SolarMount STANDARD rail 678.88 0.064 43.4 Lbs/inch
SolarMount SUNFRAME rail 0 0.10 0.0 Lbs/inch
L feet on S5! Clamp 19 0.54 10.2 supports include all hardware
L feet on SnP clamp 0 0.44 0.0 supports include all hardware
L feet 0 0.24 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
Quikfoot+post standoff with L-foot 0 0.82 0.0 with flashing&hardware
FastJack+2x Quikfoot+ post etc. 0 1.58 0.0 with hanger bolt&hardware
Splice bar kits 4 0.50 2.0
Module and rail grounding 0.5 3.00 1.5 includes weebs,jumpers...
Module universal end clips 0 0.25 0.0
Module mounting clips 10 0.16 1.6
Subtotal 58.7
(Total solar module array weight 386.7 lbs
POINT LOAD CALCULATION
Number of support stand-off 19
Total solar module array weight 386.7
Point load I 20.4 lbs
DISTRIBUTED LOAD CALCULATION
Photovoltaic module array area Array 1 Void space Array 3
Module width (horizontal) 41.20 inches 0.00 inches 0 inches
Module length (vertical) 61.40 inches 0.00 inches 0 inches
Intermodule spacing 1.8 inches 0 inches 0 inches
Number of module columns 8 0 0 _
Number of module rows 1 0 0
Array area 146 square feet 0 square feet 0 square feet
Total array area 146 square feet
Distributed load 2.65 lbs/sf
:IUNIRAC u INJ KAC
Snow Load Reduction Calculator
Frothingham Residence - Northampton, MA
Inputs
Description Variable Value
Ground Snow Load (psf) 40
Exposure Category B, C, or D B
Importance Factor I 1
Tilt Angle Theta 21
pf = 0.7 Ce Ct I Pg (7-1 pg 81 ASCE 7-05)
Coefficient 0.7
Exposure Factor Ce 0.9
Thermal Factor Ct 1 .2
Importance Factor I 1
Ground Snow Load (psf) Pg 40
Flat Snow Load pf 30.24
Ps = Cs pf(7-2 pg. 82 ASCE 7-05)
Flat Snow Load pf 30.24
Tilt Angle Factor Cs 0.891
Tilt Angle Snow Load (psf) Ps 26.9
f
�s =N '/
9g y(
ji-
b
,5
"
dz *�w ')r' u°t '
r.,,,,.........,....L
` '#,r1*a^" s~;, r ri r„pan',
a
,s ,a
>v
"�” „ # , ;� mad - ,...4,47/:,,,,,,,,,,..,,,,,,,„:4 rT $a
`^x'* !R*8g y g 5 W vr5" F F" ,+'d r 'V ,
�f �0`S�r "+ e ,� �� ass✓r k f # "k a�' �' a» x � ,� f
$ °a ° ::',,,:,,,,::,,,,':-,,:7,,,,',F,'-:..,,,',';',,',/,..-,,,-
° �` , �
"� � a r `a°�^ �,;, #, 's " u
FROTHINGHAM-NORTHAMPTON
2.76 kW PV Array
8 SPR-X21-345
Peter Frothingham & Mary Kelleher
Installation Address:
196 Round Hill Road
Northampton, MA 01060
Home phone: 413.585.5910
e-mail: pf @pfra.us
Array:8 SPR-X21-345 Watt modules in Portrait. 1 row of 8 modules centered and justified to the upper
portion of the roof.
Mounting: S-5! Clamps on standing seams..
Roof Structure: Trusses.Specs in file(TCDL=10).
Roofing Material: Standing seam 21"OC
/. trew l
qu6 i i 2.. /A i U s4-4viJ
office of consumer Affairs ar.d Business Regulation
10 Park Plaza-Suite 5'70
Boston,Massaehtisels 02116
Horne Improvement Contriaotor Registration
. .
Regiaration: 14007'
Type Private Corravalion
t Korabora: tintil2(1 It hi z450..
PIONEER VALLEY PHOTOVOLTAICS COO _
PHILIPPE RIGOLLAJD
311 WELLS ST SUITE B
- •
GREENFIELD. MA 01301
Update Address and reatrm card.Mark rabuli for change.
1___-- Address — Renewal — Employment 17 Lost Cued
:-4.z.,
Licenee uv rtypatrailion valid.rot imikyielui me only
.,--.. Offire 4r t''mower Affairs&1114mi 14,A Ret.lortoo
3,31V-.--AtOretE.11•PROVEISENT CONTRACTOR lietioe tie-eatakestifou Jet, If f... .elm ic tv.
Office of Commener Affsim ettl RIK■1454 Rmiftti5g,
.1:111.,, Itegistration: -olpyi type:
1.111Wiltepiratitan: i $&2016 nivashr Cut uat tf.ort iu rarkfloaa Suer 5Z%,
MA 02.1 fti
v,t.,..Lrvn4OTOVOITAK.Z.COCP
DUO I PPF RIC301 I Al,e4) .:
3,1 WELLS.9- IKT2
GREENFIELD.MA O'31 ,
1.4Jurieutaur Not valid wit e
Unrestricted-antidrug*of any ttle stoop which , massannusstts osoartment of noose sassily
coataut less than 3A.000 cubic feet(991rn`)of Eloara of Building Reguiattoas and Standardi
enclosed space i r.ot.tru.boo Notre,r.or
F -marts* C8-11011329
IL
11611A FULFOR24
PO.00X 1371 lirdir '.:
areedeisom VT OM ... ,
f4v.41,P to poises&a nortme ad■tepr■0#10,4,mat&ortegmtes
t .
State thelden:Co6#is 4 4 Lase to,tevotai,o0 of UM'cefte .
47.4....-40'...610. ' •-•*piorAtion
ty 045 torrn3ing Wet moYsto■01,1 «,roo.miwo:„.,,,,,,,ni.
; COMMIS WOOF, 0301412016
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 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 and to begin work of obtaining a grant on my behalf, as applicable. 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.
/ -fkg14 cMC WVA l(7 -At 13
Pnn Nam Date
ied t eke j,9,-
.
Si .fro,14,f`.44A. itrhetvt. c„:41
nature t Title
Proposal and Agreement Page 7 of 8
Frothingham Et Kelleher, August 7, 2013
•
ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY)
12/19/2012
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 endorsement(s).
PRODUCER CONTACT
NAME:
Webber & Grinnell Ins. Agency, Inc. PHO
wo.E>t): 413.586.0111 FAX,No):413.586.6481
8 North King Street ADDRESS:
Northampton, MA 01060 PRODUCER ID/: 00020081
INSURERS)AFFORDING COVERAGE NAIC
INSURED INSURER A: Peerless/Peerless 24198
Pioneer Valley Photovol tai Cs Cooperative, Inc. INSURER B: Excelsior/Peerless 11045
311 Wells Street INSURER C:
Suite B INSURERD:
Greenfield, MA 01301 INSURERE:
INSURER F:
COVERAGES CERTIFICATE NUMBER: Exp 2014 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR ADDL SUER POLICY EFF POLICY EXP
TYPE OF INSURANCE
LTR INSR WVD POLICY NUMBER (MMDDIYYW) (MMIDDIYWY) LIMITS
GENERAL LIABILITY CBP8378623 01/01/2013 01/01/2014 EACH OCCURRENCE $ 1,000,000
X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED
I PREMISES(Ea occurrence) $ 100 000
CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 5,000
A PERSONAL&ADV INJURY $ 1,000,000
GENERAL AGGREGATE $ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000
POLICY JECT LOC $
AUTOMOBILE LIABILITY BA8372626 01/01/2013 01/01/2014 COMBINED SINGLE LIMIT $
(Ea accident) 1,000,000
ANY AUTO BODILY INJURY(Per person) $
ALL OWNED AUTOS
BODILY INJURY(Per accident) $
B X SCHEDULED AUTOS
PROPERTY DAMAGE
X HIRED AUTOS (Per accident)
X NON-OWNED AUTOS _
X UMBRELLA LIAB X OCCUR CU8377126 01/01/2013 01/01/2014 EACH OCCURRENCE $ 2,000,000
EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000
A
—
DEDUCTIBLE
X RETENTION $ 10,000 $
WORKERS COMPENSATION WC8376525 01/01/2013 01/01/2014 X ToRV L MITS 0T
AND EMPLOYERS'LIABILITY YIN I
B
ANY IPROPRIETOR/PARTNER/EXECUTIVE R L N NJA E.L.EACH ACCIDENT $ 500,000
(Mandatory In NH) E L.DISEASE-EA EMPLOYEE $ 500,000
f yes,describe under
DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 500,000
DESCRIPTION OF OPERATIONS I LOCATIONS J VEHICLES(Attach ACORD 101.Additional Remarks Schedule.If more space Is required)
Project: 50kW and Less
Massachusetts Clean Energy Technology Center, the System Owner, & as applicable the Host Customer
as Additional Insured 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.
•
Massachusetts Clean Energy Technology Center - AUTHORIZED REPRESENTATIVE -u�;�.----
55 Summer Street, 9th Floor
Boston, MA 02110 Jenna Rodrique, CISR/JER
O 1988-2009 ACORD CORPORATION. All rights reserved.
ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD
°`\ The Commonwealth of Massachusetts Print Form
Department of Industrial Accidents
"'— Office of Investigations
-, — t ar.
1 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.IS I am a employer with 20 4. I am a general contractor and 1
employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction
2.❑ i am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees partner-
These sub contractors have 8. ❑ Demolition
working for me in any 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 1 1.❑ Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs
insurance required.] ` c. 152, §1(4),and we have no
employees. [No workers' 1 13.✓ OtherPV System
comp. insurance required.]
*Any applicant that checks box 41 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.
I 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. Lic. #: WC 8376525 Expiration Date:01/01/2014
196 Round Hill Road, Northampton, MA 01060
Job Site Address: City/State/Zip
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$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 DIA for insurance coverage verification.
I do hereby certify under the pains and ltie. -cif`penury that the information provided above is true and correct.
°' _ i 10/16/2013 I
Sicnature: Date
Phone#:413-772-8788
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
I. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector
6.Other
Contact Person: Phone#:
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder: OClion Fulford CS-106229
License Number
P.O. Box 1371, Brattleboro, VT, 05302 03/14/2016
Address Expiration Date
- - 413-772-8788
Signature Telephone
9.Reaistered Home Improvement Contractor: Not Applicable ❑
Pioneer Valley 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 n
Or Doors 0
Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [M Siding[0] Other[cl]
Brief Description of Proposed
Work: Installation of mounting system for solar panels on south side of residence roof.
Alteration of existing bedroom Yes X No Adding new bedroom Yes X No
Attached Narrative Renovating unfinished basement Yes
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 Frothingham , 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
1 / 10/16/2013
Signature of•*'ne - t Date
a
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 DON'T KNOW 0 YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DON'T KNOW 0 YES 0
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW 0 YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained 0 Obtained , Date Issued:
C. Do any signs exist on the property? YES 0 NO 0
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 0
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 0 NO I(3
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
'i Department use only
City of ik Northam. - Status O'f 15 rmit:
Building Depart 1.91' Curb CUM) iveway Permit
212 Main Str OCi 2 2 20 ewerJSey is Availability
Room 100 Vat ate Availability
Northampton, M' 6 J8l Plumbic o is•f Structural Plans
phone 413-587-1240 Fax - t "440$ q oin: o s°laps
• -cify
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
Map Lot Unit
196 Round Hill Road Northampton, MA 01060
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Peter Frothingham&Mary Kelleher 196 Round Hill Road Northampton,MA 01060
Name(Print) Current Mailing Address:
413.585.5910
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 permit applicant
1. Building 4,464 (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 �� ..�G!
6. Total=(1 +2+3+4+5) 4,464 Check Number ca ( ✓
This Section For Official Use Only
Building Permit Number: I sssuu
ed:
Signature:
Building Commissioner/Inspector of Buildings Date
File#BP-2014-0501
APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS
ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD (413)772-8788
PROPERTY LOCATION 196 ROUND HILL RD
MAP 24D PARCEL 255 001 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 tp� N
ifq yt
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 FOLL NG ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO TION PRESENTED:
pproved 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
olition Delay
7 /,
Signature of B ilding C facial 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.
196 ROUND HILL RD BP-2014-0501
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 24D-255 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-2014-0501
Project# JS-2014-000846
Est. Cost: $4464.00
Fee: $55.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329
Lot Size(sq.ft.): 4486.68 Owner: FROTHINGHAM PETER&MARY E KELLEHER
Zoning:URB(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS
AT: 196 ROUND HILL RD
Applicant Address: Phone: Insurance:
311 WELLS ST - SUITE B (413) 772-8788
GREENFIELDMA01301 ISSUED ON:10/22/2013 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:
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 10/22/2013 0:00:00 $55.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner