Loading...
HomeMy WebLinkAboutBuilding Permit # 10/28/2015 BUILDING PE ITT%ORTH TOWN OF NORTH ADOVE APPLICATION FOR PLAN EXAMINATION Permit No#: d Date Received SSAZ�2 � Date Issued: - CH►15� IMPORTANT:Applicant must complete all items on this page LOCATION Print PROPERTY OWNER I�i I Print 100 Year Structure yes �o" tip MAPPARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes. no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other :m ��r c ❑1/Ve J �i� � : -� r ❑ W� o! � ���� t ICS � / ,r 1 A , �w I, ❑ Food tai ® e�la d��� r l �tersi�ed his r � �� �� r�ii 1 DESCRIPTION OF WORK TO 6E PERFORMED V-b _ c0i Identification- Please Type or Print Clearly OWNER: Name: asnP,1 ; wm Crab P Phone: 9-12. 6122 Address: � � (� Contractor Name: t)(arCjPhone: 0(7 3 Email: Address:_'Z- 06 ve. r\ S� Supervisor's Construction License:_ ( p C0 ,WExp. Date:_ q 13 Home Improvement License: 6 e 511 Exp. Date: 1-I ARCHITECT/ENGINEER Phone: Address: Reg No FEE SCHEDULE;BULDING PERMIT.$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cast: $ Q 110f](1 FEE: $ Id-15 Check No.: "117 7 Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access h` uaranty fund �:'s errwr�lai,�,i'�rrrr���ixu��rurpy„'llrr sfUwurrr�✓�rrNax�^ir uo//irTf1 �// ,fflp/l�/ %Ti, %/H—^„,i<o uai%frr,/a, rir irrrrni„nra,;rLi„rrn i ..-^ jA0RTjj 11E.Ift "r" over 0" n o2 ¢ ilu No. 2,t I T _ 0 LAKE " ver, Mass, COC NICHEWIC 1 � A �V �S RATED PP�R.�y U BOARD OF HEALTH Food/Kitchen PERMI TO L D Septic System THIS CERTIFIES THAT .�.`. .,. �... r., BUILDING INSPECTOR Foundation has permission to erect .......................... buildings on ........ .... ....... ...... Rough to be occupied as ........� ...K.W_...... t&tmo... ......00. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the app ionFinal 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 S Rough Service ................ .. ... .................,............................. 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. ' The Corn nonivealth o-fMassachusetts Department of IndusMalAcehlents Office ofInvestigadens ' I Congress Street, Suite 160 Poston,MA 02114-2#J7 wwwjnass.gotvldia Workers'Compensation Insurance Affidavit:SuildelrfflContractarsfElectiiciansiPiumberx ADPHcant iuformat oia Please Print Le ibI Ntime (tusincsslOrguizationtindividuul). SolarCity Corp. ,Address: 3055 Clearview Way CityjState(Zip: San Mateo CA. 94402 phage#.888-765-2489 Are you ati employer?Check the appropriate box: Type of project(required): 1.El am a employer with 5,000. 4. 1 ant a general contractor and I r✓mplttyee'ss(fuli anTllorDart-time},' , have hired the sub-contractors 6• New construction 2.0 1 am a sole proprietor or partner- listed on the attached sheet 7. Remodeling ship and have no employees These sub-contractors have S. Demolition working for me in any capacity. employees and have workers' 4. ©Building addition [No workers' comp. insurance comp,insurance.3 required.) 5. �] We are a corporation and its 10.[ Electrical repairs or additions 3.D I ata a homeowner doing all work officers have exercised their 2 LE]Plumbing repairs or additions myself`. [Ro wort ers' camp. right of eweutrtioFt flat'MAJl., 12-El Raaf repairs insurance required,)t c. 152,§1(4),and the have no 13 �/ Other Solar/PV employees.tNo workers' camp. insurance reguired.j *Any applicant that checks box l utast also flit Cut The section below showing their workers'compensation polley information, t Hamcownm who submit this affidavit indlcating[bay are doing all work and then hire outside eantrsctors must subiuita nese affidavit indicating such, tGontmewts that check this box must attached an additional sheet showing ilia name of the sub•contractats and statc whelleer or not those.entities have employees. If the sub-contraclors have employees,ttay must provide their workers'comp policy nombm I arty an employer drat is pra>ult lig workers'compensation-Insurance for my employees. Below is the polfey andlob site information. Insurance Company Nano: Zurich American Insurance Company Policy 9 or Self-ins,Lic.#: WC0182015-00 Expiration Hate; 9/1/2016 // Job Site Address: S 7 Salem S 4- city/state/ZiP.All- , doverr AU 6 k 15 Attrtch a copy of the workers' compensation policy 4oeluration page(showing the policy number and expiration date). Failure to secure coverage as rciluired under Section 25A of MGL o. 152 can lead to the imposition of criminal penalties of a fine up to 51,540.00 andlor 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 thata copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. X do heraby ecrITj the pants andperralties vfperlury that the information provided albove is true and correct Si Date Phone#' Ofr'ciul u e only, Do trot writo In this area,to be campleted icy clor ar town official, City or Town: Porrnitli:.iecase d Issuing Authority(circle one): i.Board ofifealth 2.Iluilding Department 3.City/Tawn Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Either Contact Person: phone:#: DocuSign Envelope ID:147BCA6E-F639-4F2B-8D8B-8715D3E1B129 SolarCity Customer Name and Address Installation Location Date William P Crabtree 934 Salem St 10/7/2015 934 Salem St Forth Andover,MA 01845 Forth Andover,IMA 01845 Here are the key terms of your Power Purchase Agreement $0 12e00c 20yrs System installation cost Electricity raga-- 1,Wh Agreeme.4` T-- ER Initial here Initial here The SolarCity Prods iR 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. os ®We restore your roof at the end of the Agreement. w/ ®We warrant, insure,maintain and repair the System _._ --_-. ._ Initial here v _ ®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 10/7/2015. ®You are free to cancel any time prior to construction at no charge. Your SolarCity Power Purchase Agreement ils Your Choices at the End of the Initial Captions for System Purchase: Amount due at contract signing Term: &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 -You can upgrade to a new System with e 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 $a contract, not beyond that term. n You may purchase the System from Est.first year production SolarCity for its fair market value as 10,486 kWh specified in the Agreement. You may renew this Agreement for up to ten(10)years in two(2)five(5)year increments. 3055 Clearvi w Way, San Mateo, CA 94402 ] 888,765.2489 1 solarcity.com 1179636 Power Purchase Agreement,version 9.0.3,August 24,2015 SAPC/SEFA Compliant Contractors License MA NIC 168572/EL-1136MR [oil �❑ Document generated on 10/7/2015 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved Version#49.3 SolarCity, October 15,2015 Project/Job# 0182896 RE: CERTIFICATION LETTER Project: Crabtree Residence 934 Salem St North Andover, MA 01845 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: 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&MP3: Roof DL= 11 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 23.5 psf(PV Areas) - MP2: Roof DL= 11 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 23.5 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 On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead 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 g this p P roI'ect. PZN p K N z RIUKI 0 ST UCTURAL Digitally signed by Humphrey Kariuki v NO,51833 Sincerely, DN:dc=local,dc=SolarCity,ou=SolarCity Users, R ou=Beltsville,cn=Humphrey Kariuki, �.c�FGISTC email=hkariuki@solarcity.com SSIONAL Humphrey Kariuki,P.E. Date:2015.10.1514:15:45-04'00' Professional Engineer T: 443.451.3515 email: hkariuki@solarcity.com 3055 Clearview Way Sari Mateo,GA 94402 T(650)638-1028 (888)SOL-CITY r-(650)638-1029 solarcity.com CALCULATION OF DESIGN WIND LOADS MPI&MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount"" Spanning Vents No Standoff Attachment Hardware Comp Mount Tvpe C Roof Slope 300 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully;Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof''Height h 15 ft Section 6.2 Wind Pressure!Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 18.5 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (E)ow.) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure Up -17.6 psf Wind Pressure Down 16.2 psf ALLOWABLE STANDOFF SPACINGS'i X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual' -278 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 55.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait; 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff< T-actual -347 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 1 69.3% Finished Attic Workbook Version 1.2 Project: CRABTREE-MP2 Date: 15-Oct-15 Input Dimensions Rafter Span Ridge to Eve,R 16 ft Overhang,0 1.5 ft Floor Joist Span,F 15 ft Rafter Slope,S 30 degrees LAVE �r Exterior Wall to Knee Wall,X 6.5 ft PV Start,PVS 0.93 ft PV End,PVE 15.25 ft Rafter Spacing 16 in Floor Joist Spacing 16 in �Gc Input Loading v Roof Dead Load 8 psf Vaulted Dead Load 3psf PV Dead Load 3 psf RNIISHED ATTIC LIVE LOAD S Non-PV Areas 35 psf S PV-Areas 23.4 psf Lr Non-PV Areas 0 psf ATTIC STORAGE Lr PV Areas 0 psf BEHIND VNEE 'hALL Floor Dead Load 6 psf X Finished Attic Live Load 30 psf E Attic Storage Behind Knee Wall 4 psf 0 R E in RICR LU Knee Wall Dead Load 0 psf EXTERIOR U-1 Allowable Rafter Deflection,L/ 180 Fnished Attic Section Allowable Floor Joist Deflection,L/240 Input Member Properties Rafter Depth 7.25 in Rafter Width 1.5 in Rafter Species SPF Rafter Grade #2 Floor Joist Depth 7.25 in Floor Joist Width 1.5 in Floor Joist Species SPF Floor Joist Grade #2 Allowable Overstress 5 Results Summary Member Item Controlling LC Demand Capacity D/C Ratio Shear D+S 37 psi 155 psi 0.24 Rafter +Bending D+0.75S+0.75L 875 psi 1389 psi 0.63 -Bending D+S 109 psi 999 psi 0.11 Deflection D+0.75S+0.75L -0.85 in -1.23 in 0.69 Shear D+0.755+0.75L 42 psi 155 psi 0.27 Floor Joist +Bending D+0.755+0.75L 1130 psi 1083 psi 1.04 Deflection D+0.75S+0.75L -0.71 in -0.75 in 0.95 All Checks OK CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware Comp Mount Tyne C Roof Slope 300 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacinci SM Seam Only NA Wind Design Criteria' Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully;Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof'Height h I 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 18.5 Dsf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC ,)own` 0.88 Fig.6-11B/c/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up „ -17.6 psf ' Wind Pressure Down 16.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff'.. T-actual -278 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 55.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual; -347 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 69.3% — Office of Consumer Affairs and Business Regulation 10 Parr Plaza - Suite 5170 u Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card Expiration: 3/8/2017 SOLAR CITY CORPORATION ASTRID BLANCO 3055 CLEARVIEW WAY __---- SAN MATEO, CA 94402 -- -- ---- --. Update Address and return card.Mark reason for change. SCA 2 0 200-05/; I [ Address (—� Renewal Ej Employment F Last Card (; ✓✓rf �"rSVNfAAaA+d!^<rrr�/�n� ,�Xi'rr.��flr"r"rvr.e.f/4 ffice of Consumer Affairs&Business Regulation License or registration valid for individui use only i� '^ before the expiration date. If found return to: 0, ' OME IMPROVEMENT CONTRACTOR p Office of Consumer Affairs and Business Regulation "t Registration: 168572 TYpt'' 10 Park Plaza-Suite 5170 " Expiration: 3/812017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION ASTRID BLANCO ��U� 24 ST MARTIN STREET BLD 2UNI TAANLBOROUGH, MA 01752 -sig. _....._�-- Undersecretary Not valid without signature I 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 FONZI 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.mark reason for change. Address L-] Renewal Employment --1 Lost Card --Office of Consumer Affairs&Business Regulation License or registration valid for individul use only r'l-HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 318/2017 Supplement Cerd Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI 3055 CLEARVIEW WAY SAN MATEO,CA 94402 Undersecretary Not valid without signature a 31111 CS 101687 DANIEL D FONZI--� 15 KELLEY RD WnMINGTON MA 0487-10 0911=016