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24D-344 (2) 21 STODDARD ST BP-2021-0918 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:24D-344 CITY OF NORTHAMPTON Lot:- PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR HOT WATER SYSTEM BUILDING PERMIT Permit# BP-2021-0918 Project# JS-2021-001567 Est.Cost: $7000.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SPARTAN SOLAR 107869 Lot Size(sq.ft.): Owner: PELLETIER MARSHA Zoning: Applicant: SPARTAN SOLAR AT: 21 STODDARD ST Applicant Address: Phone: Insurance: 10 CHARLES ST (413) 768-0095 WC GREENFIELDMA01301 ISSUED ON:2/17/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL SOLAR HOT WATER HTR 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 si2natuI ; ' . 315411 FeeType: Date Paid: Amount: Building 2/17/2021 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 • Louis Hasbrouck—Building Commissioner , F , r 2021 The Commonwealth of Massachusetts W and of Building Regulations and Standards FOR Massachusetts State Building Code, 780 CMR MUNICIPALITY 5 USE Building Permit.Application To Construct, Repair, Renovate Or Demolish a Revised Mar 2011 One- or Two-Family Dwelling This Section For Official Use Only Building Permit Number:c#6r�'—Z I 7/ 7 Date Applied: /( iA-) , �� 2-11-zoZ1 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Pronerty Address: 1.2 Assessors Map& Parcel Numbers RI -e dcickc 14 -jf 1.1a Is this an accepted street?yes v no Map umber Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 ipwnfrl o ord: �} N SVO, e ef at S-�dda�-� < 1 t 144I (1 i M 0/C(0 Name(Print) City, State,ZIP j` j I AI �c�lU0.�lar- %31 (o(3O jOiD•T.pl Thin' o , No. and Street Telephone J Email Adtess SECTION 3:DESCRIPTION OF PROPOSED WORK2 (check all that apply) New Construction R9, Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other g Specify: scar t4dt' Wrt Brief Description of Proposed Work': '1tAs tk Sv eiticy4llia-3� S otr Cuci-e- pp��� c `C ..._ a"4` Sio r �o �h 03op� Q , `1'kr� &AI-c c:Wk. ~: Sh fttrxi. r10 Fzl_ c kkme*C clout iets o) . SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ 1000 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ ❑ Standard City/Town Application Fee ❑Total Project Costa (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees:A' Check No.l� n [fN Check Amount. i Cash Amount: 6. Total Project Cost: $WOO 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS- I07k)a I 2:2 2 Sp r 610 mike License Number Exp. ation ate Name of CS Holder (0 C VA- 4 List CSL Type(see below) v No.and Street �5 Type Description A U Unrestricted(Buildings up to 35,000 Cu.ft.) 1C(L k1j� , Nv\ 0 A3o 1 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 4111 ,ct oact ctritmsciArgri1.01411 I Insulation Telephone � 1 Email address D Demolition 5.2 Registered Home Improvement- Contractor(HIC) `-, 5 63 1 Z2- E S �c1Ckr HIC Registration Number Ex rati n Date HIC Company NaMe or HIC Registrant Name Sumvvst--- S4mt.C.., No.and Street Email address 5ctiwsk- S e - City/Town,State,ZIP Telephone SECTION 6: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 16. No .. 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Cl^_QV\ E ` i I of to act on my behalf,in all matters relative to work authorized y this building permit application. sere, aL .(Metk C_Orkil* Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and a c ate to the best of my knowledge and understanding. S)o t i �i0rLLGno i) i, 2 igy 2, Prirk Owner's or Authorized Agent's Namq tronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq. ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed_ Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" City of Northampton '' •, Massachusetts F? -• � l DEPARTMENT OF BUILDING INSPECTIONS ;;4 $v a� 212 Main Street • Municipal Building C Northampton, MA 01060 sth VD‘• CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: &VA& TrGorljer dam_ The debris will be transported by: Name of Hauler: S4k - _ Q i Signature of Applicant: Date: Spartan 9/17/20 (2)Sunearth TRB-32 panel System Marsha and John Pelletier We look forward to working with you and providing you with the highest quality solar hot water system available. Please don't hesitate to call if you have any questions or concerns. Typical Project and Payment Timeline 1. Rebate Application Spartan Solar will apply for the rebate as soon as possible.Spartan Solar will inform the client when the First 50%payment is due. 2. Installation Spartan Solar will coordinate with the general contractor and relevant subcontractors with regard to the timely installation of the various components of the system.In general,for new construction,installation will begin after the roof has been installed and prior to insulation.Spartan Solar will receive the Second 50%payment upon completion of the installation.Completion of the installation is defined as when the system has the potential to put heat in the tank. 3. Rebate Check After the installation has been completed,and a Certificate of Occupancy has been granted,Spartan Solar will complete and submit the rebate paperwork to the CEC.Once the CEC has received all necessary information they will send out a email to both you and Spartan Solar notifying us that all information has been properly received and that they"will begin processing a rebate payment" which "takes up to three weeks [...]to be mailed." Upon receipt of this email the Final Payment of$400 is due.The rebate agency gives us 9 months to complete the work and get an occupancy permit,however,it is normal to apply for an additional 9 month extension for new construction. Additional Terms If the client cancels or delays the installation with less than 4 business days notice,any costs incurred by Spartan Solar or the subcontractors may be billed to the client at Spartan Solar's discretion,including but not limited to engineering fees($500 typ.),permits, and the time spent applying for the rebate and coordinating the work. For the duration of the installation,the client will ensure:access to all necessary spaces(attic,basement,closets,etc.),yards shall be cleaned of any pet excrement,a bathroom is available to all employees and subcontractors.Oversites on any of these items may incur additional cost to the client. Although we don't expect any eventualities to arise during this job,the quote only covers the proposed work as described.Any additional necessary or reccommended work will be discussed with the client first. Spartan Solar is not liable for any un-realized tax credits monies.It is the responsibility of the client to ensure that they are able to capitalize on the tax credits. This contract expires after 30 days. Acceptance of Contract Vi/(Customer Signature a"4"'h. Date ,)(1 l Customer Print Iulc y k L. I4 1 -t ' €c Spartan Solar Signature ^ Date 9/17/20 Spartan Solar Print Spartan Giordano Solar hot water, year round. ,- • goSpartanSolar.com The Commonwealth of Massachusetts Department of Industrial Accidents _ t Office of Investigations 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 Spartan Solar Name (Business/Organization/Individual):_ Address: 10 Charles St. City/State/Zip: Greenfield, MA 01301 _ phone#: 413-768-0095 Are you an employer? Check the appropriate box: Type of project(required): 1.El am a employer with a, 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. 7. ® Remodeling ship and have no employees These sub-contractors have 8. ®Demolition workingfor me in anycapacity. employees and have workers' p n' 9. ® Building addition [No workers' comp. insurance comp. insurance. required.] 5. ® We are a corporation and 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 Solar Hot Water employees. [No workers' 13.1111 Other comp. insurance required.] *My 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: CHUBB, Ace American Insurance Co. Policy#or Self-ins. Lic. #: 6S62UB -4N57400-1-10 Expiration Date: 11/9/202 I • Job Site Address: L-1 vck61411/404.. City/State/Zip: 01 I�1� ,A i 0( '. Attach a copy of the workers' compensation policy declaration page(showing the policy number andbxpiration 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 the pains and penalties of perjury that the information provided abo e is true and correct. Signature: Date: 3,1 Phone#: 413-768 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#: P-Lt-. �R '--' S(S)ELhCE 21 S'To.L1DA *- • (a. Suvt1ri'r 'CRC-32 Pw,As tFV4 •• • - '41aY -A iy OfiOAa /CT4 sc..SIZE M10 IAVOut?SIX 1 ) l l J l l J ) l 1 ACTUAL sage Sin MO .OUT tax, ACNAI SOLAR WI AID UVOOT TMD. i 1 : n 14 1I1 ft ' 11' r11 1 ) r1 ' 1rI 11 � 1if - . 415 11%4 we XV CC 00144 tiAlt MOCHT C 1 1111117 7----________eff,357 ____€4.411.11:1,- ..**F1:1:t Eill ' e .c...........L....,.LT... I 1 I I I ' T V-3!/f ultPut mat FE000 MEOIT 1 1 ( f f , f r ar TOP MIA Err Itnn _ I ' IiY Y�r a Iw.u-ucina-uP _gtI ini —"is ! 0•-0'YAM IEW.ROOM T1110fT �i 4__i__ -r-r GMKt 1E14 EiMI/1EMI � �T RIGt1T ELEVATION Pk L4.k (l ER r-Rs‘ _k.iC E — '.\ S-T 7T )A D 5 a CONTINUOUS RIDGE VENT SIMPSON LSTA18 STRAP / \ OVER RAFTERS 0 PEAK / \ 1 3/4" x 11 7/8" / \ LV.L RIDGE BOARD Q / n (a) �1I�Q,A ,r`V-3 " // ROOF SYSTEM ROOFING (BY OTHERS) o/ c;o\AC dkr // ICE AND WATER MEMBRANE A' EAVES (BY OTHERS) o/ • P" / 2 COLLAR IES 5/8' j'P SHEATHING {BY OTHERS):oj / 24' o.c. iirdi6RAFTERS 0 24' o.c. / u / ,� O / 1 / 1` / CEILING NOTES: / 2x10 CEILING JOISTS 0 24" o.c. / INSULATION (R-49 MIN) / 6 MIL POLY VAPOR BARRIER / 5/8' DRYWALL c•--.1 ' . P 6x8 PLATE BEAM 47 1 1 2x10 BEVELED HEADER } ' 6x6 POST ;_ r/ 100 & 1x4 TRIM r't6"_0" K 1x12 SOFFIT w/ 'a — + 2" SOFFIT VENT v r• -i.• 2x4 SOFFIT NAILER 4 1x4 FRIEZE BOARD ROOF SYSTEM ROOFING (BY OTHERS) o/ c ICE AND WATER MEMBRANE I n AT EAVES (BY OTHERS) o/ o .r 5/8" ZIP SHEATHING (BY OTHERS) c/ ^ w 2x12 RAFTERS 0 24" o.c. 1 2 i 6 2x4 JOIST BAV. NAILER N r/ JOIST HANGERS 0 r 3/4" T&G PLYWO00 2x4 NAILER o/ ` o/2x8 JOISTS 0 16" o.c. '\ S/8' SPACER r/ •4 • SOLID BLOCKING "' o/5/8" SPACERS & 1/2" DRYWALL ; o SIMPSON H2.5 RAFTER TIE • 4'. . :2' AT ALL POSTS o/6x8 JOISTS AS NOTED cc. to .Y )t�!) N IIX K X X i X Ni N `, ,� ',4 4x8 HEADER 4x8 HOCKING 44 2x10 BEVELED HEADER —ten r/ 1 x10 & 1 x4 TRIM �a' 6I16 PLATE BEAM 6 x'C C RDER ? ---_--___.__ 1x12 SOFFIT r/ t 61e6 POST T' 2" SOFFIT VENT 1x4 FRIEZE BOARD • rvTrS. 1r.." O •1++ - Spartan Giordano 413-768-0095 lqW Spartan 10 Charles St. goSpartanSolar@gmail.com SOLAR Greenfield, MA 01301 goSpartanSolar.com CSL # CS-107869 HIC # 179563 Date: 2/8/21 Location The Pelletier Residence, 21 Stoddard St. Hello Inspector Miller, The proposed (2) Sunearth TRB-32 solar hot water panels will be mounted flush on the second story standing seam roof, above the bedroom, using Ace Clamp's A2 hardware, as shown in the attached elevations. The new construction home, will have #2 2x12 rafters 24" O.C. spanning 8' and the roof has a pitch of 40 degrees. The roof snow load calculation below shows that the roof needs to withstand 12.6 psf. The panels will add a dead load of 3.3 psf with fluid, therefore the building materials plus panels sums to —10# dead load. Using a generous dead load of 15 psf and live load of 40 psf, the AWC span calculation shown below indicates the rafters can span 20'-11" and are therefore well within tolerance for bearing the proposed panels. Sincerely, j\iki Roof Snow Load Calculation G - Ground Snow Load 40 E - Exposure Factor 1 Moderately Exposed T -Thermal Factor 1 Occupied Dwelling R - Roof Slope Factor Roof Type Factor R = (70 -x)/ (70 -y) 0.455 5 -Type A: Warm roof slippery, unobstructed x - angle of roof 45 30 -Type B: Warm roof not slippery y - roof type factor 15 15 - Type C: Cold roof slippery, unobstructed 45 -Type D: Cold roof not slippery RSL - Roof Snow Load RSL = 0.7*G*E*T*R 12.7 psf Spy 1 Spruce-P ne-Fir v. L --- The Maximum Horizontal Span is: Size!Fix 12 v 20 ft. 11 in. No Grade No. 2 v Member Type Rafters(Snow Load) v} with a minimum bearing length of 0.92 in. required at each end of the member. Deflection Limit�ti za bJ _ I b°roperty J Value Spacing I Species Spruce-Pine-Far Wet service conditions? v I Grade No.2 xter for Exposure 6 Il Incised lumber? Size I2x12 No vi Modulus of Elasticity lE) 1400(100 psi Snow Load(ps J 113 IBending Strength(Fb) 1157.19 psi Dead Load(psf) 15 5 Leaning Strength 1F,p) 425 psi Calculate Maximum Horizontal Span [Shear Strength I F,) 155.25 psi illoli [ HHTH THE THERMORAY SERIES SOLAR COLLECTOR SPECIFICATION SHEET Applications Thermal Performance Ratings* 01 r BTU/ft'"Da / y� Solar Water Heating) 1 Solar Pool Heating j Category (Ti-Ta) Clear Mildly Cloudy Cloudy Ti-inlet fluid temp (2000) (1500) (1000) Ta=ambient temp Low Iron Tempered Glass A(-9°F) 1471 1115 758 Silicon Glazing Seal B(9°F) 1340 984 627 EPDM Glazing Seal Fiberglass Insulation C(36°F) 1136 789 445 Rigid Foam Insulation ��� D(90°F) 774 445 146 Aluminum 8acksheet E(144°F) 452 171 - Aluminum Plate with Eta Plus®Coating A-Pool Heating(Warm Climate) B-Pool Heating C-Water Heating(Warm Climate) Stainless Fasteners D-Water Heating(Cool Climate) E-Air Conditioning/Industrial Process Heat.Ther- mal performance is obtained by multiplying the collector output for the appro- priate application and insolation level by the total gross collector area*Collector . Integral Mounting Channel ratings are derived from the Solar Rating&Certification Corp(SRCC)Docu- ment RM-1 and Standard 0G-100.Tested at water design flowrate. Copper Manifolds Available Connections Materials • 1"Sweat(Standard) Absorber Coating: Highly Selective Eta Plus® • 1"High Temperature FKM SX Press Absorbtivity/Emissivity: 95%/5% • 1"High Temperature FKM 0-Ring Union Absorber Plate Aluminum Header Size: 1"Nominal Copper(1.125"OD) Dimensions Riser Size: 3/8"Nominal Copper(0.50"OD) Glazing: Low Iron Prismatic/Matt Tempered Glass Glazing/Header Seal: EPDM Frame: AA 6063-T6 Bronze Anodized Aluminum Backing Plate: AA3105-H26 Painted Embossed Aluminum Insulation: Polyisocyanurate and Fiberglass R>12 BD Design Limits t Max Operating Pressure: 160psi A "1 Max Wind/Snow Load: ±90psf ri c r E Max Operating Temperature 400°F tml Max Flow Rate: 400°F F=Fluid Capacity s gal. AA=Aperture Area ft2 DF=Design Flow Rate gpm G=Gross Area ft W=Dry Weight lbs AP=Pressure Drop at Design MODEL A(in) B(in) C(in) D(in) E(in) F' C AA W DF .kl' TRB-40 122.2 48.2 115.63 51.37 3.25 1.2 40.9 37.2 130 1.20 0.009 TRB-32 98.2 48.2 93.63 51.38 3.25 1.0 32.8 29.7 98 0.97 0.006 TRB-26 80.2 48.2 75.63 51.38 3.25 0.8 24.8 24.0 80 0.79 0.005 Due to SunEarlh's policy of continuous product improvement,specifications are subject to change without notice. �ao 8425 Almeria Avenue Fontana,CA 92335 SUUEflR I n (909) sunea00,Fax(909)434-3101 Ww.susearthinc.eom June 2018 Cut Sheet I 5056 Sin•le Lock Double Lock Sna• Lock Ala SSMR Clamp II Pre-assembled clamp allows for a quick and easy installation il Non-penetrating sliding pin design does not damage the panel 111 High wind-load resistance • Available for two or three-hole brackets A` (2-6 inches in height) • 111 Engineered for snow retention systems on Are single, double or snap-lock SSMR fir„6 3Clamp R Designed for Architects Manufactured for Contractors Labor Savings for Installers 1 .69 0.81 1 .63 :11 0.58 ACE a product of 87 Spring Lane I Plainville, CT 06062 PMC Industries In CLAMP 860-351-0686 •a,.s.: a .1 *Photos shown are for representative purposes only. Actual product may vary. Design subject to change without notice.Additional panel profiles&torque specs:www.aceclamp.com V110718