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Home My WebLink AboutBuilding Permit # 10/28/2015 1 BUILDINGPERMIT ®� �o�rH 3� y�<pl. E O.:% tb YO TOWN F NORTH . . APPLICATION FOR PLAN EXAMINATION Permit IVo#°° Date Received ��aDRH7ED P•Ppy R� gssACHUS�R Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION JLAS P I oM`n0 ►. V iy Print PROPERTY OWNER N\MNL lk. 0Lz rN Print 100 Year Structure yesOno MAP UI PARCEL: l l ZONING DISTRICT: Historic District yes Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ne family [I Addition [I Two or more family 11 Industrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other I ui j WORK TO BE PERFORMED: DESCRIPTION OF W MED: u� .P�rrS°1-+° `off. ,�`1�.�cU1�Y1��.��c� w►�'°► �� c S S Identification- Please Type or Print Clearly OWNER: Name: ' lr !< tvl Phone: �1 " ` �(�` Vl ko Address: IL4S t?'0-'0 erg DrWg- Contractor Name: Phone: 91!W- 2-15 ° Email: Address: CZQQ e e Supervisor's Construction License:(b 14 2 Exp. Date: 13 " Home Improvement Licenser r�O �d5"1 ' Exp. Date: 3 alo ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE;BOLDING PERMIT:$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ U FEE: $ Check No.: `Z"� `Z'I Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund mTiq ��%/ P ,.�,�i/�///i�iGO"l//CZ-'%�/�/�T�.. /r,,/,lr% iu„ii/;:.:�ii,i?;,,✓ �r , !a�7%%�>i�t„��i%�i7�I///Jid%�„ IAORTH Town of '� t '' Andover 151qNo. s _ h ver, Mass o > > COCMICHEWICK RATED U BOARD OF HEALTH LD Food/Kitchen PERMIT T Septic System THIS CERTIFIES THAT ....... �— BUILDING INSPECTOR ` Foundation has permission to erect .......................... buildings on ..J. .... .. . . 4�. !a...�,�. 4e-44..... �� 1 p Tj \ Rough to be occupied as �� ` o l��V/�v' .......... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL-INSPECTOR UNLESS CONSTRUCTIO RTS Rough Service ........................................................................I....... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. t The tCoirnmotr iueallth ofMassach modus Department of IndristrialAreffents Office of"Imstigadons ' 1 Congress Street, .S`uue 100 Boston,MA(02114-20J7 wwwunass gov/dia Workers'Compensation Insurance Affidavit:BuiidelrslCo>attractarsfElectt'ieialnsll'lumtielr� A lieant Fafolr;ttmtinn Please Print Le i1bl Ntt.me(susiness/Organiztitiontfndividual)'. SolarCity Corp. ,address: 3055 Clearview Way Ci!y/8tate,�Zip: San Mateo CA. 94402 phone#.888-765-2489 Are you an employer?Check the appropriate box: 1.[Zi am a employer with 5,000 4. Tanta general conii�actor and I Type°f project(regairr.��: emphlyses (full and/or part-time). have hired the subcontractors 7• n Nowca 2.❑ I am a sole proprietor or}partner- listed on the attached sheet 7. ❑Remodeling etion Remodeling ship and have no employees Theso sub-eontmotors have 6. ❑Demolition -workingfor me in any capacity, employees and have workers' p 9. ❑Building addition [No workers` comp. insurance comp,insurance.t required.) 5• E] We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 aw a homeowner doing all work officers have exercised their I LEI Plumbing repairs or additions myself jNu workers' Camp. Ag tt 0f oxenijttion riot'IMAJI, 12.[E]]Roof repairs insurance required]t t:. 152,§1(4),and we have no employees.[No workers' 13[j)Other Solar/PV camp, insurance required.1 *Any applicant that cheeks box#t must also fill out the section:below sAowingtheir tvorkers'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. lNo tactors that check this box mwt attached an additional sheet showing the name of the suh-conuaetors and state whether or not thaw entities have employees. if the sab•contraclors have amployees,they roust provide their workers'comp policy number. X retro an employer that isproviding workers'compensation.insurance farmr employees. Below is the policy=and job site information. Insurance Company Natne. Zurich American Insurance Company policy#or Sell:-ins.Lie.#: WC0182015-00 Expiration Bate: 9/1/2016 Job Site Address: J� P0,10M I n n city/state/zip: 00 , CE9-1V-V` Attach a copy{of the workers' compensatiDn policy deoinration page(shosving the policy number and expiration date). Fzifur--to secure coverage as required under Section 25A of MGI.c. I52 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORD ORDER and a fine of ftp 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. f do hereby eertrjy the punas and penalties vfperjury that the informationprovided above is true arra correct Si mttt Wtc: (J / Pltnnrr#• Official u-sa otoly, Lyra not writs in this area,to be completed by city,or town#kite/, City or Town 1'errnitli:iet nae# Issuing Authority(circle one): 1.Board of Iivalth 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6.Other Contact Person: Phone#; Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 021.16 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card Expiration: 3/8/2017 SOLAR CITY CORPORATION ASTRID BLANCO _- 3055 CLEARVIEW WAY _ _-..__.-. - - ---------- SAN ----SAN MATEO, CA 94402 Update Address and return card.Mark reason for change. SC 6 � M-V, a Address ( � Renewal � Employment �1 Lost Card ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only "�o' before the expiration(late. If found return to:OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation : Registration: 158572 Typo' 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD ZUNI ITI kLBOROUGH, MA 01752 Undersecretary Not valtd without signature Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 DAN FONZ[ 24 ST MARTIN STREET BLD 2UNIT 1 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. [] Address Renewal [ Employment Lost Card e of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer.4fl'airs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3!8/2017 Supplement Card Boston,MA 02116 - SOLAR CITY CORPORATION DAN FONZI 010 3055 CLEARVIEW WAY .,c- •_, _ SAN MATEO,CA 94402 Undersecretary — Not valid without signature CS '101#187 DANIELD FOND W 15 KELLEY RD = WILMINGTON MA 01 ;_¢, 0911312016 DocuSign Envelope ID:5B304125-9FFF-4F83-8CEB-ADCB219E3EF5 SolarCity I PPA Customer Name and Address Installation Location Date Jennifer!Cahn 143 Palominos Dr Pole 5-97 9/24/2015 Mark Raizin North Andover,MA 01845 143 Palomino Dr North Andover,ISA 01845 Here are the key terms of your Power Purchase Agreement $0 12e001c 20yrs System installation cost Electricity ral---ps t,. M" 't—erne-4 r-1— Initial here 31 here DS The SolarCity Promise We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. .............................................. Initial here *We warrant all of our roofing work. DS We restore your roof at the end of the Agreement. Wewarrant, insure, maintain and repair the System. ...................................................................................._................................................._...................................................._........... Initial here We fix or pay for any damage we may cause to your property. We provide 24/7 web-enabled monitoring at no additional cost. ®The rate you pay us will never increase by more than 2.90%per year. *The pricing in this Agreement is valid for 30 days after 9/24/2015. You are free to cancel any time prior to construction at no charge. Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase. Amount due at contract signing Term; o At certain times,as specified in 0 -SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. 0 e You can upgrade to a new System with -These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection contract. not beyond that term. e You may purchase the System from Est.first year production SolarCity for its fair market value as 11,827 loth specified in the Agreement. e You may renew this Agreement for up to ten (10)years in two(2)five(5)year increments. 3055 Clearview Way, San Mateo, CA 94402 1 888.765.2489 1 solarcity.com 1145338 Power Purchase Agreement,version 9.0.3,August 24,2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 9/24/2015 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved Version#49.3 ',, ,,S01arGtY October 1, 2015 Project/Job # 0182794 CERTIFICATION LETTER RE: Project: Kahn Residence 143 Palomino Dr Pole 5-97 North Andover, MA 01845 To Whom It May Concern, A jobsite survey of the existing framing system be s performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed Design Criteria: -Applicable Codes = MA Res, Code,8th Edition,ASCE 7-05,and 2005 NDS -Risk Category = II -Wind Speed = 100 mph, Exposure Category C -Ground Snow Load = 50 psf - MP1: Roof DL= 11 psf, Roof LL/SL = 35 psf(Non-MP2: Roof DL= 11 psf, Roof LL./SL= 35 psf('Non-PV Areas),Roof LL/SL= 35 psf(PV Areas) -PV Areas), Roof LL/SL= 35 psf(PV Areas) - MP3: Roof DL= 11 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL=35 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < D acted by installation of the PV y have the above referenced project,the components been determined that the existing structure ep s adequate to withstand he applicable nrol been dead been reviewed. After this review it has load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Y JASON Wil IAM TOMAN TRUGTURAL c Jason W.Toman, P.E. o.51554 Professional Engineer ` GIST- T: 480-553-8115 *ISTT: 480-553-8115 x58115 � � eemail: jtoman@solarcity.com A Jason Toman Date:2 .10.01 20:25:42-07'00' 3055 Clearview Way San Mateo, CA 94402 T(650)638,1028 (888) SOL CITY F(650)638-1029 solarcity.corn STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP1 Member Properties Summary MPi Horizontal Member Spans Rafter Pro ernes Overhang 0.99 ft Actual W 1.50" Roof System Properties Span 1 14.64 ft Actual D 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in.^2 Re-Roof No Span 4 S. 21.39 in.^3 Plywood Sheathing Yes San 5 I 98.93 in.^4' Board Sheathing None Total Rake Span 17.54 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.67 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.50 ft Wood Grade #2 Rafter Sloe 270 PV 2 Stant Fb' 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi To Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.12 12.3 psf 12.3 psf PV Dead Load PV-DL 10 "psf x 1.12 3.4 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL/SL1,2 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(Governing LC I TL 1 1 47.3 psf 50.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS Goir6rhing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.32 1 1.1 1.15 Member,,,Anal $is Results Summa Maximum Max Demand @ Location CapacityCapkity OCR Load Combo Shear Stress 49 psi 1.0 ft. 155 psi 0.32 D + S Bending + Stress 1003 psi 8.4 ft. 1273 psi 0.79 D+S Bending - Stress -22 psi 1.0 ft. -409 psi 0.05 D + S Total Load Deflection 0.63 in. 315 8.3 ft. 1.64 In. 120 0.38 D+S STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2; Member Properkies mmary MP2 Horizontal Member Spans Rafter Proernes Overhang 0.99 ft Actual W 1.50" Roof System Proernes San 1 15.16 ft Actual,D 9.25" Number of Spans w/o overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof i San 3 A 13.88 in.^2 i Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing " Yes San 5 I 98.93 in.^4 Board Sheathing None Total Rake Span 18.13 ft TL DefPn Limit 120 Vaulted,Ceiling No PV 1 Start 4:08 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV i End 16.00 ft Wood Grade #2 Rafter Sloe 270 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E J 1400000 psil' Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 Psf x 1.12 12.3 psf 12.3 psf PV Dead Load PV-DL 3.0 psf x 1.12 34 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL SL1,2 50.0 psf x 0.7 1 x 0.7 35.0 psf 35.0 psf Total Load(Goveming LC TL " 47.3 s 50.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)p9; Ce=0.91 Ct=1.1,IS=1.0 Member Design Summary er,NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.31 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 50 psi 1.0 ft. 155 psi 0.32 D + S Bending + Stress 1072 si 8.6 ft. 1273 psi 0.84 D+S Bending (-)Stress -22 psi 1.0 ft. -395 psi 0.06 D + S Total Load Deflection 0.72 in. 285 8.6 ft. 1.7 in. 120 0.42 D +S STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 0.99 ft Actual W 1.50" Roof System Proerties. San 1 15.53 ft Actual D 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in.^2 Re-Roof No San 4 SX 21.39 in.^3 Plywood Sheathing Yes San 5 1 98.93 in.^4 Board Sheathing None Total Rake Span 18.54 ft TL Deffn Limit 120 Vaulted Ceiling No PV i Start 1.17 ft '! Wood Species , SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 16.00 ft Wood Grade #2 Rafter Slope 270 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End E,„;" 510000 psi Member Loading mary Roof Pitch' 612 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.12 12.3 psf 12.3 psf PV Dead Load PV-DL 3.0 'psf x 1.12 3.4 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL/SL 42 50.0 psf x 0.7 l x 0.7 35.0 psf 35.0 psf Total'Load(Governing LC TL 47.3 `psf 50.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS) Goiiirfilki Load Comb CD CL + GL CF Cr D+S "1.15 1.00 0.30 1 1.1 1.15 MemberAnal sis Results Surhma Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 52 psi 1.0 ft. 155 psi 0.34 D + S Bending,(+)Stress " 1132 psi 8.8 ft. 1273 psi 0.89 D+S Bending - Stress -22 psi 1.0 ft. -386 psi 0.06 D + S Total Load Deflection 0.8 in. 263 8.8 ft. 1.74 in. 120 0.46 D +S