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O O R �r � O.-a ate) ty3 m � co o Eioc E � N u0-i) °Q o o O 3 3 3 3 3 � 1` U V o' a) N O > m v O O ?( +V- N U a) X 0 L O O O O O O Q U b © V cc •�2 = � Qcn � WUIV W Q � ��, 0oWcr l- l- l- l- ►- N2 Qcn LL N W Q 6l-ZL-£LOZ (sayou100'LL X00'll)9 paal911nd ISNV LCU6 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT 3" 4� 6105-T5 ALUMINUM 1. 4 00000 00 SolarMount/SunFrame ©2008 UNIRAC, INC. 1411 BROADWAY BLVD NE 2" Aluminum ALBUQUERQUE, NM 87102 USA Serrated PHONE UNIRAC.COM 505.242.6411 L-Foot UNIRAC-310068 S:AAutoCad Detail Library\CAD\UNIRAC-310068-2in Serrated L Foot.dwg, 6/24/2008 1:44:32 PM SOLARMOUNT Technical Data sheets :FUNIRAC SolarMount Beams Part No. 310132C, 310132C-13, 310168C, 310168C-13, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1,728 SLOT FOR T-BOLT OR !/"HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CUP T 3.000 1.316 SLOT FOR Lr-iu 38"HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750 1.207 y y � 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted SOLARMOUNT Technical Data sheets ' :FUNIRA SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile: 38ksi,Yield:35 ksi Finish: Clear or Dark Anodized • L-Foot weight:varies based on height: -0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errafed ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other attachment method Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor, Load Factor, ` `•" Ibs(N) Ibs(N) FS Ibs(N) m Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1 1325(5893) 2.461 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 2.28 323(1436) 0.664 NOUNIRAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 30210513,302106D rra "' -_ Bolt Mid clamp material: One of the following extruded aluminum Mid `' la a Nu alloys:6005-T5, 6105-T5,6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 Ibs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac r/"-20 T-bolt and one'/4"-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-Ibs of torque _ Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 2.00Dtsrllwf - Direction Ultimate Load Factor, Load Factor, 9k7WE @N N4o1HE5 Ibs(N) Ibs(N) FS Ibs(N) 0 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 A Sliding,X± 1194(5312) 1 490(2179) 1 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C 0 End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 oft Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized 'f End clamp weight:varies based on height:-0.058 Ibs(26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/4"-20 T-bolt and one W-20 ASTM F594 Bea serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory A Modules must be installed at least 1.5 in from either end of a beam ►X i-s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, i` Ibs(N) Ibs(N) FS Ibs(N) 4) Ms Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 ++GG Aa "�cxwr Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 r Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified in inches unless noted �� ��U� N_� �� ���B @U��N ����� �� �~ o �ow =� ��� Pub nmm8-1mv1.0 August 2011 SoUarMoum0ModuUe Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SoUarMoumt Beam Connection Hardware......................................................................3 L'FVo1...........................................................................................................................3 SolwrMoumtBeams..........................................................................................................4 SoUarMount Module Connection Hardware SxoAarMountBottonl Up Module Clip Part No. 3O2OOOC Washer ^ Bottom Up Clip material: One of the following extruded aluminum Bottom (hidden..s alloys:6OO5-T5. 01O5'T5.80O1'TO ^ Ultimate tensile: 38ka.Yield: 35 hsi " Finish: Clear Anodized " Bottom Up Clip weight:-O.O31 |bs(14g) ^ A�wa�om�d��n�a�am��wh�onmpon��am Beam assembled with SolarMoun series beams according 0oauthnrizod UN|RACdocumoNts ^ Assemble with one'/4"-20 ASTM F503 bolt,one 1/4^'20 ASTK4 F584 serrated flange nut, and one 1/4"flat washer ' ^ Use anti-seize and tighten$u1Oft-|booftorque ^ Resistance factors and safety factors are determined according ho part 1 section Aof the 2O05 Aluminum Design Manual and third- party houtnuou|tahnmon |ASaonnudihed |abomtory -- -~-- -^ ^ Module edge must be fully supported by the beam � NOTE ON WASHER: Install washer on bolt head side ofassembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, ''° Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 � ' Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 A W �� � Dimensions specified m inches unless noted �a -. »ri ."�i'tu k+ .,„., ��. uH� EcoFasten Solari 877-859-3947 Committed to the Support of Renewable Energy p 1 j b � 2 r U I f 2 I w m-0 -o m rn 3M 0 0C) mo N -- N (D (D (D T T — 3 W W 3 - Z ((D � T T c O T 1-I (D O w Oa n h a � � as (D n m n_ O Q- a r � rn � o-o ao w (D `. (D O w CD n v � (D A (D l/1 N O N cn O\ W a, 01 O < H n r � tr o n m as w N N W N N N N N O _ n I, m O\ �I In N In UWi O, j- CCDD 7 21 C1 Z W rD ! > i � a D V) n' m � Z O o 0 n c g LED c om LA L 91 (D T – cn — + a w fi fi F ^n EcoFasten Solarw 877 859 3947 Committed to the Support of Renewable Energy T DN D _ D w N N - (s to -P w Ij N to sw o o� mi Do n n W Dm � n � N 0 � mC� � � w ` C - (D `^ N. 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't+*""✓�^"��'"� r `''�'� �� w�3 a $#} M n g r EcoFasten Solaroo 877-859-3947 Committed to the Support of Renewoble Energy j ti ND o ccy, t o cD Ol 1 i i CD a� C1 m M Z D cl. cn Z T 1 O o w C U7 h i 00 0:1 C aC) m 3 E w s W m r' C) n T p W ^ ' T N 3 N N — s�� } hiv nama m' EcoFasten Solar 877-859-3947 Committed to the Support of Renewable Energy i i ro i; n i i o N j i I f' W laTT/ r M M Z z D ° cn Z 4L -� M Z O O c D k a ' O � �' m a � LA (D c) n W T (D .w„ a . ......... .......... „_.err CIA low w; u G - � m O on , C O O cn cn-cry cn � cn cn �. C n n (D "(D n n n ON Ln -�I- w tlj — Cn SunmodulO/" SW 260 mono 2.5 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)" PERFORMANCE AT 800 W/m=,NOCT,AM 1.5 Maximum power P­. 260 Wp Maximum power P 187.6 Wp Open circuit voltage V 37.9 V Open circuit voltage Vm 34.1 V Maximum power point voltage V 31.6 V Maximum power point voltage V,V0 28.5 V Short circuit current I., 8.73 A Short circuit current I 7.05 A Maximum power point current I 8.24 A Maximum power point current I 6.59 A 'STC.1000 W/m�,25°C,AM 1.5 Minor reduction in efficiency under partial load conditions at2S°C at 200 W/m',95% (+/-3%)of the SIC efficiency(1000 W/m2)is achieved THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT 48°C Cells per module 60 TCll 0.004%/K Cell type Mono crystalline TC W, -0.30%/K Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TCP" -0.45%/K Front Tempered glass(EN 12150) Operating temperature -40°C to 85°C Frame Clear anodized aluminum Weight 46.7 Ibs(21.2 kg) is SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC II 1000 V e Max.system voltage USA NEC 600 V '.S 7 —ICdOW/rn' s _ W0W1W Maximum reverse current 16 A _rmWlne Number of bypass diodes 3 .— �ppWlwr 113psf downward 3 --no W1W UL Design Loads' Two rail system 64 psf upward Three rail UL Design Load um wtr�' 170 psf downward s --- " '"" r° srail system 64 sf upward P P 0 1 113psfdownward 0 10 20 IEC Design Loads' Two rail system 50 psf upward rOrll 'w l "Please refer to the 5unmodule installation instructions for the details associated with these load cases. x4 37.44(951) ADDITIONAL DATA � Powersorting' -0 Wp/+5 Wp J-Box I P65 11.33(288) Connector MC4 Module efficiency 15.51% Fire rating(UL 790) Class C 41.30(1050) 0.6 15.3 Version VERSION 2.5 FRAME 2.5frame Compatible with both"Top-Down" 65.94(1675) bottom -- L 14 and"Bottom"mounting methods mounting JrGrounding Locations: holes r -4 corners of the frame -4 locations alongthe length ofthe module in the extended flanges L x4 I�4.20(107)* Y Black&Veatch validated PAN files now available. 1.22(31) 39.41(1001) —I Askyour account manager for more information. 1)Measuring tolerance traceable to TUV Rheinland:+/-2%(TUV Power Controlled). All units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6002US 03-2013 SU nmoi , Sw 260: 'Onal2l.5.RaMe.: nz 3�.*tuv.co3 TUV Power controlled: TOVHh.Wm*d Lowest measuring tolerance in industry ,O 31 0000021'1 . Sunmodule Plus: Positive performance tolerance ' J i a 25 year linear performance warranty anda �� 10-year product warranty J World-class quality Qualified,iEC r u1 Full -automated production lines and seamless monitoring of the process and material 4acrym t( y P g P JEC 61750 ensure the quality that the company sets as its benchmark for its sites worldwide. Perodr.lnspmbon Made in USA SolarWorld Plus-Sorting • .,, `i Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that �r " have greater than or equal to the nameplate rated power. o„tertek 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of 25years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years! 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD INS-1 � solarworld.com We turn sunlight into power. November 15, 2013 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Miller Residence, 50 Dryads Green,Northampton, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing roofing North-East Main Roof 1 (one layer shingles): true 2" x 6"rafters at 24"o.c., having roof slope distance 20'-2" with rafter span 16'-0", pitch 35 deg.; South Main Roof 2 (one layer shingles): true 2" x 6"rafters at 24"o.c., having roof slope distance 10'-0" with rafter span 7'-0", pitch 35 deg.; and South-East Main Roof 3 (one layer shingles): true 2" x 6" rafters at 24"o.c., having roof slope distance 12'-5", pitch 45 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the solar mounting, the Unirac Solarmount rails will be anchored to the rafters with L-foot supports with Ecofasten GreenFasten GF1 flashing and ECO-CP- SQ Bracket located on the center of the rafters and will be securely fastened to the rafters at 48" sp. max. with 5/16"x 3 1/2" SS lag bolts. The mounting system has been designed for wind speed criteria of 90 mph Exp. B and ground snow criteria of 40 psf. All attachments are staggered amongst framing members. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, James A. Marx, Jr. Professional Engineer a`/�'' `;j MA 36365 10 High Mountain Road Ringwood, NJ 07456 cc: Real Goods Solar Property Consent Form Owner: A R-01 111111- 41 Address: 5v Llq J Town: yc State: ✓19,� Zip: n Phone: 3 G/ ' 371 I hereby give permission to Alteris Renewables, Inc., dba Real Goods Solar and their representatives to pull the required permits for a solar installation on the above staffed property. Signed, Homeo s Date �Z?c:►1onk S�Lsr.,",1 L Stonington CT 06378 P:860-535-3370 F:413-683-2225 w4vw.RealGoWsSolor.corn Jtlk The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street QV Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Alteris Renewables, Inc. dba Real Goods Solar Address: 32_Taugwonk Spur, Unit A-12 City/State/Zip: Stonington, CT 06378 Phone #: (860),535-3370 Are you an employer?Check the appropriate box: Type of project(required): 1.El I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp. insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152,§l(4),and we have no 12.❑Roof repairs insurance required.] t employees. [No workers' 13.[A Other solar panels comp.insurance required.] *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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2014 Job Site Address: 50 Dryads Green City/State/Zip: Northampton, MA 01060 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 cert�(y undef the painsfiandpenalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: (860)535-3370 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 Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Dan McLean 105675 License Number 150 Federal Street Florence, MA 01062 7/22/15 Addres Expiration Date 1 !6/z/ 413-588-2252 Signature Telephone 9.Reallstered Home Improvement Contractor: Not Applicable ❑ Alteris Renewables dba Real Goods Solar 162709 Company Name Registration Number 32 Taugwonk Spur,A-12,Stonington,CT 06378 416/15 Address Expiration Date k,� /—trd Telephone 860-535-3370 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....... l) 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 buildine 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 auulicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding[0] Other[©j solar Brief Description of Proposed Work: Installation of a 4.94kW roof mounted solar array using 19 SolarWorld SW260 Mono modules,19 Enphase M215-60-2LL-S22 micro inverters&all associated electrical work. 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 Ga.If New house and or addition to existing housino, complete the following: a. Use of building :One Family X 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 Ron Miller as Owner of the subject property hereby authorize Alteris Renewables dba Real Goods Solar to act on my behalf,in all matters relative to work authorized by this building permit application. see signed authorization form attached -3 Signature Signature of Owner Date Alteris Renewables dba Real Goods Solar 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. Kim Hen el Print Name Signature of Owner/Agent 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 ® DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO © DONT KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained Q , Date Issued: C. Do any signs exist on the property? YES © NO e IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO e IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status of Permit: j ? Building Department Cwrb Cut/Drive ay Permit L s DEC a U 212 Main Street Sayw4ep#o Avallablilty i Room 100 W tor/Wo l Avawity E, F;;; _ . Northampton, MA 01060 TWO,�oowfSttrrfrts ` S6M 413-587-1240 Fax 413-587-1272 Pkt#1 lteP1 Olhar p 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 50 Dryads Green Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Ron Miller 50 Dryads Green,Northampton,MA 01060 Name(Print) Current Mailing Address: see signed authorization form attached 413-348-2371 Telephone Signature 2.2 Authorized Anent: Alteris Renewables dba Real Goods Solar 32 Taugwonk Spur,A-12,Stonington, CT 06378 Name(Print) Current Mailing Address: 1 G 860-535-3370 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 4,000 (a)Building Permit Fee 2. Electrical 17,000 (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) 21,000 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0747 APPLICANT/CONTACT PERSON REAL GOODS SOLAR INC ADDRESS/PHONE 32 TAUGWONK SPUR RD UNIT Al2 STONINGTON (860) 535-3370 Q PROPERTY LOCATION 50 DRYADS GREEN ST MAP 31A PARCEL 248 001 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 Fee Paid Typeof Construction: INSTALLATION OF A 4.94 KW ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existina Accessory Structure Buildiniz Plans Included: Owner/Statement or License 105675 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 Signature of Building Official 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. 50 DRYADS GREEN ST BP-2014-0747 GIs#: COMMONWEALTH OF MASSACHUSETTS MW:Block: 3 1 A-248 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-2014-0747 Protect# JS-2014-001272 Est. Cost: $21000.00 Fee:$126.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: REAL GOODS SOLAR INC 105675 Lot Size(sq.ft.): 5009.40 Owner: MILLER ALEXANDER RON&DEBORAH JEAN MARKS Zoning:URB(100)/ Applicant: REAL GOODS SOLAR INC AT. 50 DRYADS GREEN ST Applicant Address: Phone: Insurance: 32 TAUGWONK SPUR RD UNIT Al2 (860) 535-3370 O Workers Compensation STONINGTONCT06378 ISSUED ON:1212012013 0:00:00 TO PERFORM THE FOLLOWING WORK:I NSTALLATI ON OF A 4.94 KW 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 12/20/2013 0:00:00 $126.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner