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N�' E I c -c-o M N LO�I- 'C C o ! i N 1 a)I N -, ZZZZ CD L j I 1 O N ' I�•et O a> 1 1 "" I = o l L v, c C + i 1�, Ioc, o a� , w -- .. 0 I I I a .a yl�1 c,M1..y .H C c- 10 CO '� 1 m�Ll-ajclvl�^ t0 07 Zzzz Zr) _ N c_irj o� I�N co v col +Ji NI�,al m Q - > c m 11 y o-01U1 C c Z Z Z Z Zi -p W1(0 1 aa)I c Q QI L s a i mc = • I Z 23WI -o o- G1 co co c-rnZ i `° I O co W I V r 1 ... U co,m�N. -,1 ,Q E-u, a) I w C .Q 1m 3!��)o a�m'yI ' 1( '`‘i' U0° 0 1 '0 I O I=0.0,0'0 1101 d E �� �� Z ' v) L ', ( 1Ui<l E1 zlr a!>J cZ 1 1 1 , • ov a" I" I Z Q 3_ 1 '''‘i rn m s ; 0' F'°i a v ET j 520 ' 0 0 II i I � I I . i I I I j i I t I < I I m iz x 1 S �1 (o 1 O > ; I 1 xi i 1 z1 PH z i 1 i I I 1 0 1\' z lows ; I 10 jm ; Io_ 01 � ; iW I ICI I 1 C ' 1 ' 10 I I 1 Io 1 I D 'I X j -0 1 1 Summary of Results Computer results indicate that for the prescribed panel loads and snow loads the roof framing is capable of sustaining the applied loads. The roof framing consists of 2-2x10 pressure treated southern pine roof joists spaced at 32nches off centers. The rails supporting the solar panels are spaced horizontally at 48 inches off centers. The rails are supported at 32inches off centers. The rails are supported at 40 inches off centers along the roof joists The loading for the analysis was as follows: Ground snow load=40 pounds per square foot. Dead load of panels= 5 pounds per square foot. >41 co a) a r-7, I T" . . e,-1 _ Li NOV 19 2013 1 Electric, Pumc r�q z.. ociions Ncrth r 0 Frederick J. Dzialo & Co., Inc. Consulting Structural Roof Analysis Due to Solar Panel Loading Engineers Frederick J. Dzialo &company Structural Engineers Hatfield, Massachusetts Vern Fath 134 Riverside Drive Northampton, Massachusetts November 17, 2013 Registration Massachusetts Connecticut v i l Of Y,4,,_ Rhode Island u4a FREDERICK -`,. Vermont DZIALO No. 17657 New Hampshire 4-„ 41.QISTE0 4' New York�� New Jersey Pennsylvania /I // 7//_.._. Colorado 19 Pleasant View Drive, Hatfield, MA 01038 • 413-247-5740 ---. , .. SunEdison . . . . . , . . . . F265 SOLAR MODULE PHYSICAL PARAMETERS F265 SOLAR MODULE DIMENSIONS mm[inch] Module Dimensions(mm) 1M58 x 990 x 50 Module Weight(kg) 193 Cell-Type Mono-crystalline Number of Cells 60 -,- - - - Frame Material Black Anodized Aluminum Glass(mm) 3.2 Tempered ARC glass 1 I ■VI ACFS I ETAIL• L -r----- r V -------- TEMPERATURE COEFFICIENTS AND PARAMETERS* Nominal Operating Cell Temperature(NOCT)(°C) 46±i.2(CyC) P 1 1 - Nominal Operating Cell Temperature(NOCT)(CC)All Black Model 48 -±2(KyC) I . Temperature Coefficient of Pmax(yorc) -0.45 11ECT 01 MA Temperature Coefficient of Pmax(%/C)All Black Model -0 48 Temperature Coefficient of Voc(%rc) -0i34 ' Module Dimensions Temperature Coefficient of Isc(%pc) ±0.05 A 990139.01 B - 1.658165.2, C- 5012.0.1 D 3011.19, Maximum System Voltage(V) 1000(UL)Et 1000(IEC) Maximum System Voltage(V)All Black Model 600(UL)Er 1000(IEC) Mounting Hole Spacing 910 37 I--994139 1 -- ) l 41 1 Limiting Reverse Current(A) 8.40 E. Maximum Series Fuse Rating(A) 15 Cable Length L L00039.4 ELECTRICAL CHARACTERISTICS' Model# F250CyC F255CyC F260CyC ' F265CyC F270CyC F250KyC F255KyC F260KyC F265KyC Tolerance -0-5 W -0+5 W -0+5 W -0+5 W -0+5W -0+5 W -0+5 W -0+5 W -0+5W Rated Maximum Power Pmax(W) 250 255 260 265 270 250 255 260 265 Open-Circuit Voltage Voc(V) 382 38.3 38.4 38.5 38.6 38.2 38.3 38.4 38.5 . . Short Circuit Current Ise(A) 8.82 8.84 8.87 9.00 9.10 8.82 8.84 8.87 9.00 Module Efficiency(%) 15.2% 15.5% 15.8% 16.1°/0 16.4% 15.2% 15.5% 15.8% 16.1% Maximum Power Point Voltage Vmpp(V) 30.7 30.8 31.0 31.5 31.7 30.7 30.8 31.0 31.5 . . .„.. Maximum Power Point Current'mop(Al 8.15 8.27 8.40 8.42 8.52 8.15 8.27 8.40 8.42 Frame Color Black Black Black Black Black Black Black Black Black Back Sheet Color White White White White White Black Black Black Black 41,3("Atr,C4i ,f,,r,SC3 ft.,-,‘,.?..),by-15,.:,bd L'( 4/t,y Ci 3,'7 TO-ivIdi : ,C--C,,,±/-,,D- *i,ste,'„/stb?,,,bt31ifV,,,iit subject:,:t cbbbge Mill 110,11 1,,,0 f';,(3;((,4, \ - it(fes,g,0,P PPC, T. 7.-...ri,vrtn IV CURVES AT MULTIPLE IRRADIANCES* [25'C] IV CURVES AT MULTIPLE TEMPERATURES*11000 W!M2] 9 10 8 7 - 1000 W/4, --- 15 C 6 ,, \(, \\ a 5 a 6 \ 600 WIrr, \ \ -35C, !(`) . 1-, 4 \ , , -- 400 Mtn' ,45`C ‘ 200 W/3, \ \ 1 2 2 , t 0 0 i 0 5 10 15 20 25 30 35 40 45 50 3 5 10 15 20 25 30 35 40 45 50 Voltage(V) Voltage(5) For more information about SunEdison Silvantis Modules,please visit www.SunEdisonSilicon.com ::;rte <.. SILVANTIS SunEdison F26 MODULE , . . SurlEdison.s recognized authority o sili manufacturng processes developed thro > . .. years of experience. +I th:our:vertically-integrated business, model,'SunEdison:delivers best-in-class solar modules by - continuously leveraging new technology and manufacturing echniques that maximize efficiency, minimize cost, and extend product lifetime. Our solar rnodule factory is ISO ;;n. ..14001=certified, and our products undergo rigorous inspection to ensure the highest possible quality. pSunEdison Silvantis solar module family continues our tradition'`of.excellence' by delivering the highest levels of °$ , performance worldwide. SunEdis. ': $�..is'dedicated to providing local, ' responsive customer servia .: r -.._ t. si r . HIC . :rC �.r CY GOAT. t ONO-ORYSTd-LLI E DESIGN SunEdison modules are designed Manufactured in highly Mono-crystalline wafers to the highest industry automated, state-of-the-art provide high standards of efficiency. facilities certified to efficiency and consistent IS09001 and IS014001. high quality. KEY FCAFUR f .',`.ITY £e SAFETY WARRANTY INFORMATION • Solaicx'CCz p-type mono- • IEC61215 certified by TUV SOD • 10-year limited warranty for crystalline cells for higher to ensure long-term operation in materials and workmanship conversion efficiency a variety of climates • 25-year linear power warranty r • Tempered glass with Anti- • IEC61730 certified by TUV SOD with coverage for power loss .: Reflective Coating(ARC)for to ensure electrical safety greater than 3.5%in the first year r-: higher energy production MCS certified by BABT for the UK and 0.7%degradation per year • Positive power tolerance provides (pending) thereafter increased power output • Stringent outgoing quality • Backed by SunEdison Products • Withstands loads up to 5400 Pa acceptance criteria benchmarked Singapore ' as tested to IEC standards to industry standards .Ot7t E FAMILY 4 • Non-corroding anodized • UL1703 listed by CSA for Canada t : aluminum frame for ruggedness and US Original version: with black anodized aluminum. F250CyC F255CyC F270CyC F260CyC F265CyC • Modules with a range of power output available All black version: F250KyC F255KyC • All black version with anodized F260KyC F265KyC black frame and black back sheet s S�n i7V, PV CYCLE NaV { C US E Developed and Installers by Engineers � '� The SnapNrack System was developed = "' �, d by a team of veteran solar ag in the fiel engineers and installers.Their goal,:: .: was overcoming the limitations of r � conventional racking and ensuring a quick, efficient installation.tTehdebsne '''.7- ._-_ : ...- : :. .::..,,,,, ...-.,,. j megawatts of real woerldrres dental and ` commercial installations. The Ideal Fit far Any Roof hip - The SnapNrack System has been engineered from the ground up to ensure "1" ,,,,....1.,.::„.; maximum standoff adjustability for a clean, level installation on even the most irregular roof surfaces.And every roof penetration gets a full metal flashing to ensure worry-free waterproofing for the �F ,r life of the system. 0 .' Tilt? Ground mount? No problem! � `� The SnapNrack System allows you to `�a „ ' ,qa • �'r' easily configure a racking solution for �' �n� ° �� � a any tilt. Or, sink pipes in the ground for a d m 1' A � w �� � � ��,�" �� �� perfect ground mount. For tall tilt angle r �, , �,,�,� � ,�s �,>� ,',�„� �� � , requirements the rails double as legs, The Flashed L Foot for composition Roof top adjustable standoff. simplifying roof attachment. in-field ' � . design. 400 r /f y~ p Pipe-to rail connection for �`4 � ground mount systems ei..°' ,,. \, .....„,, S the N Mount ee manual Snap for more rack Ground details Snap41 rQCkTM www.snapnrack.corn printed with eco-friendly paper and ink 3 Rev.2,0 ©2011 SnapNrack.All rights reserved. • TM Sna „Al 1 rock Faster Installation, Lower Cost , ,,, „ „. „,,,, r `,`. , '' d "' tP l� it!s VF i � F.,im �l'',,„,„„),,,,,„u„9,14,,„,,,,,,,,. k ' ` s' rSM iFti i�77r1 ,a� :,y„,,, ,l , `,k`,?I" . .--�`' -,,� ,e i i�i, . 1 m yi m4 k a a F u k o,��il,7t, :i ,., a.,`g s , :^,, z 4 �xJpy.3 - �', 1. , t ,, a gu "� li "`% 1 41:.:v*t 4 -4" `"., „` ^«. , 'S � , 1 m�tia,° ',' , 1,, ,U,,,,---�e;"u i. „I .- -fir o . ,.•, y, . / ` ` �* r4r q $`€, 1'�,, ,�, a S 1111••AiRt.& m ! Low profile installation for enhanced aesthetics. ''."41""" ''''' " ' ":",' .61: ,,''' +;.'". ',)hc. The SnapNrack PV Mounting System is a line of solar racking specifically designed to reduce your installation time. The SnapNrack system incorporates major technical and production advances to simplify and reduce the cost of solar installations. SnapNrack is designed to be simple, adaptable and strong: SIMPLE the entire rail section, not just one • Sliding module clips install quickly the ends. and easily and ensure precise " � Y p Run module leads through the �• alignment. Mid clips are a half-inch SnapNrack rail channels for thick to keep the math simple. better aesthetics and improved d ` • One wrench fits every bolt in the wire management. � system.And there's no need to drill STRONG the rails to connect standoffs and • SnapNrack is engineered for L-feet, ensuring efficient installation durability and structural integrity and reducing labor time on the roof. in all environments with excellent New Innovative • SnapNrack's compact, efficient seismic,wind, and snow-loading Universal End Clamps rail profile reduces material require protection on all components. ments and ensures a low profile • ■ One size fits any module with a installation on any roof. ' Builds integrity into every standard L frame. installation because SnapNrack's ADAPTABLE simple vertical and horizontal Provides a cleaner look with the • SnapNrack is compatible with adjustments ensure superior fit new rail end caps modules from virtually any and array alignment. ■ Quick assembly half-inc h wrench manufacturer. SnapNrack's • rain-tight metal fits all fasteners! • The SnapNrack's unique"snap in" flashing ensures absolute water- •■ Less rail required nothing extends channel nuts are installable along proofing at all roof penetrations. beyond the module frames. Y j y _ '',' ->. ' s�",. 3x7.1 *l,, :..r.6v. '?..., F x ,• ' :f.f•i " r 1 € :tea. •,P1. ...i�:•. "t..0 s< P. Z"G X ♦ •.1; P.:"'S:::0••� =' . �fy• ',ii r• p\ q >w S� ly -a�N ,f r.J�s. L:.�".., .rS,!y. d�Y > �q`Yi s�.Yg 7�k� ;. �.:.:� ..�x� .:.::;:,'�..�'.':.:.air rho'. t , •_. ,�, '' rx ';, i. � +.« jy. ..E,�s.4.'>r�''�.•i•3�, .s.•ax.`%'.`,.:.. v's.€,..,2,.:4 r .R E ..' �" 'R � �ixT 1 -- '-.9�'A �F ;. '''x � Nr' i.f '� '1�5. .:.S y.?°�`�a 'td`4,%.� � ‘ i.''.:61'-,;::;-4,,v,•••,.„:,,,,,,:',:;" --N,.. vs+x.s"� ». ;rL. E L P.:7':.° ' a ':' }' \-.t:;t.. ,� ;2�x «r:..: ,`:5.''-',"0' mss.. ••`�"' ':..:::t-,y'»; �' t' " ;:..,4.:.:'tl'' s.. . i.W_ a ..i:a:::�•a^ .y.. Y `MT. 4.rR'_e, x.,: .a. x ' _r.k „-.... •.i � Re�i . IR'MV:" '!^�'f � y ."6.A:ix3 .: i.�i.i�x"x«�;S'\•"'3.�''N4 r-:�':C".. r. w., s pp, r x'< ;t:: ,six:• - ,m?'. - ....'.7., . `.. �. ,. .. '� "'3,` xr'�+��+�i iE.:,::?..:.....:..:.....v.!" . .Q n:.a"'' �y• ..,,��!! ::� '�•.} �• "�� ,.. .�1.l� yam. i ii it,, ,,...;' -,'.' '1.„..-', i - ..',-4, .y.-. f ,-0,,,,,...,..: ...e. SA '',::':a t '..e.,, .f . :.''' . F= ;:: 6 Y - { 4 pq •:a�:M,MEf• r.a 'T•:- i A.,,,'„, : i .. �xa x% "c r`..,.N• r� y X11 tr d 0 . .; :v ...... - . i. . .,,,c,at, ' i'l,::‘,...'',' :.#4,....A,.. .!, . s: , 4 fir• . s ems' " di '�� 3 • a '' pi : ,:1`,. y^ • iii .∎.*. ". . b t f , � 0 ;G-•. • •'. . 5" .. ." .. • 3:..fir :L :' • ,. API' s� a d � `�� o � , �•- N;, r� �fur �,1� .. ...roe'. ,wnw e r ,r 1 _ � W 1 9 \ .0 O� d qEy P i 1 } 1 1- E t I i...„ 1 1 ) 1 vi co ...._ ( , i .4. . (A _(). 4- ....0 (.4,-4-- 0 3 �- L E k J \------------- 1 1 0 ( h / ' - -- 1 f i o low L____________1„) � I \ - 3 x 1 I I ,.. 1 • q i '' i c 3 � t O ) qJ i ‘-3 _..1 1 J --i Q N yC a- E:` ..' '::-.:12-.' 0 t. U X w..), Cn \. _, 7( .f v1 G A +� 1 4 L 0e P C ! - Q i 7( ■ X 1 i ` e I CIG ."- l' r 9x/ t.,_ , ;, a1 M� kJ - L Q cc- THIS PLAT NOT FOR RECORDING PURPOSES 3$C. 1347, P .Z G I 8K,to321 PG.. 13•5 Ialpt Z©9.9 pmyk Lars 2 '3`t'NSA-TAV +0 io) w '� I i #/34 tk 54- SauRcE OML MO2TGAG-GC,eR,VIGES CARP. ,9rFIRS-r AMERtcA13 TITLE t S • CO, I HEREBY REPORT THAT I HAVE EXAMINED THE PREMISES,AND BASED ON EXISTING MONUMENTATION,ALL EASEMENTS, ENCROACHMENTS AND BUILDINGS ARE LOCATED ON THE GROUND AS SHOWN AND THAT THE BUILDINGS ARE ENTIRELY WITHIN THE LOT LINES. I FURTHER REPORT THAT THE PROPERTY IS NOT LOCATED IN A FLOOD PRONE AREA AS SHOWN ON FEDERAL INSURANCE MAPS FOR COMMUNITY NUMBER Z $D t(pi DATED: 9 -5 -9 NOTE I THIS PLAT FOR MORTGAGE LOAN PURPOSES ONLY AND DOES SURVEYOR: . . .._ •.. . • .. /., � NOT CONSTITUTE A PROPERTY SURVEY. MORTGAGE LOAN INSPECTION PLAT RICHARD h.l J R T H A N't P T o r J 1 MASS . ,: (ABARC ,SR. ;, f/34.605 "r, G 5T, OF R u TH G. 8 u TTo N 4,, ScAL.%: t 301 st1 , Richard J. LaBarge,Sr., Registered Professional Land Surveyor i 110 IGng Street,Northampton, Massachusetts 01060 The Commonwealth of Massachusetts cam= Department of Industrial Accidents ='1j�_ 1. Office of Investigations = 1 Congress Street, Suite 100 'ls_ .;` Boston,MA 02114-2017 `.4 t wwx.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): „ ,.; , Pwr0 Address: 7 i-lia( l S I , City/State/Zip: v 4.,k /474-0,i Phone#: z/r 6 37 d'6 a 0 ba.Are you an employer? Check the appropriate box: i n+ Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. n New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ - . . •,.• . ••, , d its__ __ 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no /� p '" employees. [No workers' 13gOther P,V. solo,- Yon vc I comp. insurance required.] 1�,�,y.""'e "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t 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: — Policy#or Self-ins. Lic. #: Expiration Date: 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 unde/the pal and penalties of perjury that the information provided above is true and correct.z.Signature: --I Date: /o /� / Phone#: '(l-, rd f (r6 oa Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Cant-art PPrcnn• Phone.#: - I lir, Massachusetts -Department of Pohl c Safety oaf„ �_'y via Board of Building Regulations and Standards iii a , 3 a ( unstructinn Suptr�i�cir ,o License° CS-05 87U -. �" KERRY A I f?LIRi+ ER ` t ° 72 HADLEY ST - r is sex ii►. ,m so HADLEY MA"WA k F f t, i ap �t 9../..... .cJ,.tS .���+ Expiration s ' ,ii i Ote7S4 9 C ornm{s stoner 05/1?J2015 t,,,.n�} y{ .1v.�,..So-�- MK Nw.N-1LMtr9 4x,# >;ifrsl gite -67, r,74-rA41,01.,c1.--_L_4,10.--7.--.----%, Office of Consumer Affairs and 0usiness Regulation _ 10 Park Plaza- w Suite 5170 5 Boston, Massachusetts 02116 Home Improvement Contactor Registration Registration: 171789 Type: Individual Expiration: 4/24/2014 Tr# 224194 KERRY FOURNIER _ KERRY FOURNIER '<: 72 HADLEY ST _ SOUTH HADLEY, MA 01075 _ _ Update Address and return card.Mark reason for change. Address Renewal ] Employment Lost Card DPS.CAI Co 50MO4iO4-C1101216 � 4rru»tt�ut�?rl/t. 14u s1 Regulation before the expiration date. If found return to: ;HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation �` Registration: 171789 Tye' 10 ParkPlaxa-Suite 5170 Expiration: 4/24/2014 Individual Boston,MA 021 Ib KERRY FOURNIER r KERRY FOURNIER (' y�_ 72 HADLEY ST 4s1kd. ,, y s,i) — SOUTH HADLEY. MA 01075 undersecretary Not valid 'it out signature SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: 1\/e t p 8-7o License e Number S umber .7� /4M,i : £� /-64/ M4 o 07s �, Address Expiration Dat 6cr Y600 Sign ture Tel e3) 9.Registered Home Improvement Contractor Not Applicable ❑ r u(,re-f— 14/4:jail 6,er Fm r nj&J / 7 / 7 j Company Name Registration Number ig Address lifirOVe--- Expiration date Telephone ,56 1,e 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 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.6,DESOMPTION OF PROPOSED.WORK jcheck.all applicable) New House 0 Addition ED Replacement Windows Alteration(s) J Roofing ❑ Or Doors E Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [[:1 Siding[o] Other J Brief Description of opose Work: on o �( IPA Salver P4A.tAS 6,0) cm �. jet. (Aai do a�E -Jr, jd Alteration of existing bedroom Yes No Adding new bedroom Yes No prl +- Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 1 ('� � �) E ia' E ���i�$ t Et�� `®Ullclt7. � et �i�e o , let• e=a �t3e. W t� O)41;4�}�(,� S�JJ7V11 a. Use of building:One Family Two Family Other T So(0.A. ez.,i i /r 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 MINERS.AGENT.DR CONTRACTOR APPLIES FOR BUILDING PERMIT I, V-- A)0 U as Owner of the subject property hereby authorize Q.(C\� cO u r rk.A Q r to act on my behalf,in al matters elative to work authorized by this building permit application. 11,ri 0-7-1 3 -55./.97.' .2 t3 Signature of Owner Date k'4-ct' Fo lk(A t-!� as�waer/Authorized Agent hereby declare th 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. ke r r y FO yr-A P T Print Name • Signet ;e7 Owner/ gen Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed PV Required by Zoning ( SO,0-40" PCA,Ae S This column to be filled in by PgAle `� n p Building Department Lot Size Frontage Setbacks Front Side L:ctl 0 ! R: L: R: Rear Building Height /d n 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 6 DON'T KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book Page and/or Document# Does the site contain a brook, body of water or wetlands? NO 44,4 DONT KNOW 0 YES 0 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 $!® 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 toy 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 O14 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. V �'� ` Department use only -:1, -'- city of Northampton Status of Permit: � �, ��� — Q?.UW -13 ilding Department Curb Cut/Driveway Permit i'; �,t } 12 Main Street Sewer/Septic Availability y .�__._. :;,t,ons Room 100 y. L-- _ r _ W:terNUsll Avaitabili Electn� orthampton, MA 01060 Two Sets of Structural Flans phone 413-587-1240 Fax 413-587-1272 Plot/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 /3(./ ?;Vt'isi des Map Lot Unit br, /,� � Zone Overlay District /JI4r- u -n r1 Y 1 A Elm St.District CB District T - f SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Ve.ry f44. 3% R:,i2rsi . ,. 4.,/91,0 Name(Print) Curr nt Mailing Address: Telephone `3 —7 9 s...0 Signature 2.2 Authorized Agent: / r a,� // e<'r ;tArn f�L,r" "1 Cl/ £ J J >tXh //l�( 1 / /�'tr4 Name(Prin ( Current Mailing Addre§t: o i c7 f 'fr3 CSd' 00 , 00 Signatur Telephone SECTION 3-EST ATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) f 5. Fire Protection \ 6. Total=(1 +2+3+4+5) ) O This � Check Number 1L1/�' ��1 Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0596 APPLICANT/CONTACT PERSON KERRY FOURNIER ADDRESS/PHONE 72 HADLEY ST SOUTH HADLEY (413)658-8600 PROPERTY LOCATION 134 RIVERSIDE DR MAP 30B PARCEL 073 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building � 417/ Building Permit Filled out /ff � Fee Paid 71k6f/Typeof Construction: INSTALL 30 ROOF MOUNTED SOLAR PANELS ON PERGALA ROOF New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 52870 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO N 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 6 .1. -lay i // 1-/3 Signa'. of:uildm_ •f cial 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. 134 RIVERSIDE DR BP-2014-0596 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 30B-073 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-2014-0596 Project# JS-2014-000711 Est. Cost: $28500.00 Fee:$171.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: KERRY FOURNIER 52870 Lot Size(sq. ft.): 22389.84 Owner: MCKITRICK MARY C&VERNON H FATH Zoning: URB(100)/ Applicant: KERRY FOURNIER AT: 134 RIVERSIDE DR Applicant Address: Phone: Insurance: 72 HADLEY ST (413) 658-8600 SOUTH HADLEYMA01075 ISSUED ON:11/21/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 30 ROOF MOUNTED SOLAR PANELS ON PERGALA ROOF 8KW 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 11/21/2013 0:00:00 $171.00 212 Main Street,Phone(413)587-1240,Fax: (413) 587-1272 Louis Hasbrouck—Building Commissioner