Loading...
HomeMy WebLinkAboutBuilding Permit #510-16 - 1094 SALEM STREET 10/23/2015 BUILDING PERMIT c 0, TOWN OF NORTH ANDOVER ° / APPLICATION FOR PLAN EXAMINATION b„ Permit Nqv `�' / Date Received Date Issued: rssq�""s+ ` IMPORTANT:Applicant must complete all items on this page H TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential W New Building One family EJ Addition Two or more family 01 Industrial %Alteration No. of units: 0 Commercial Repair, replacement 0 Assessory Bldg E-i Others: 0 Demolition i.., Other Identification Please Type or Print Clearly) OWNER: Name: rArb Phone: 7 Addreo�rec- 1,/' ARCHITECT/ENGINEER t �ra� r l Phone: 66X. - moi ` 11 Address: Reg. No. (At2J5 FEE SCHEDULE:BULD/MG PERMIT:MOO PER$10W.00 OF THE TOTAL ES77MATED COST BASTED ON$125.00 PER S.F. , Total Project Cast: $ L150 Q FEE: $____ Check No.: /J(267 4 Receipt No,: s NOTE: Person contracting with unregistered contractors do not have acces> to t:e guaranty,fund DoeuSlg ed by: DocuSigned by: 50212AA3A46A4C5:.. on212At,3Ali6A4C5... BUILDING PERMIT of No ROTH 32 h�'�''- '`-.1j OL TOWN OF NORTH ANDOVER u6, p 1 APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received �gSSACHUs�t�y Date Issued: IMPORTANT: Applicant must complete all items on this page i LOCATION ?Print � PROPERTY OWNER Print 100 Year Structure yes no MAP' PARCEL. -__- ZONINGiDISTRICT: _ Historic District yes no. :Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑ Two or more family ❑ Industrial j ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ElSeptic D Well ❑ Floodplai:n ❑,Wetlands ❑ Watershed District 0 Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identifiication- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Address: " Supervisor's Constructi= L' icense _.Exp, Date: _ - - - r Home Improvement License: - ,Exp bate: _ ._ ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to-.Ihe ggaranty fund ignafure of.Agentf' wn.:r_ - Sign:afure of contractor- i Building Department i The following is a list of the required forms to be filled out for the appropriate permit to be obtained. i Roofing, Siding, Interior Rehabilitation Permits i ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit I i Addition Or Decks I ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New ConstructionTw Sin le and ( g o Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products VOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 I I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS I f CONSERVATION Reviewed on Signature l COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: k Located 384 Osgood Street IFoR�eDatP 4RMaM sheet T:embumpSter�onste: �yess: n -rte`" �.��� p - - fFnrreFDe artmnt i�rtat ct, COMMENTS; Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified foricku Call p p Email Date Time Contact Name I Doc.Building Permit Revised 2014 Location No. —'` Da/ 01�,311f B TOWN OF NORTH ANDOVER 6 D Certificate of Occupancy $ � Building/Frame Permit Fee $�. Foundation Permit Fee $ Other Permit Fee ± $ 'F TOTAL $ Check#-(M.V Q wilding Inspector NORTH Town of E �tAndover o : - ..,: N 10 . o. h ver, Mass, O a3 I J cocN�cHew�cw �1. A�RATEO S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ...................PI4u.!I ...... �. :........................................................... BUILDING INSPECTOR has permission to erect buildings on �'.. Foundation Rough to be occupied as7 ................. ... Chimney provided that the person accepting this permit shall in every respect conform r .�... .. application Finalo the teo 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 CONSTRUCTIONS T 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. rrr rn rrrr, rs■ IN Imo• rrrri sraucrunar.VI-G-1-PP s September 19,2015 Mr.WissemTaboubi NRG Solar 89F Washington Ave Natick,MA 01760 RE: Miller Residence Solar Installation 1094 Salem Street North Andover,MA 01845 Structural Assessment of Roof Framing MPP Project No: 15-2465 Dear Mr. Taboubi: Pursuant to your request,MPP Engineers has performed a limited structural evaluation of the roof framing at the above referenced site to determine if the roof has adequate capacity to support the proposed solar panels. Our analysis was based on the framing information and configurations provided by NRG Solar. It is our understanding that the structural components of the existing roof framing are in good condition. It is further understood that all existing connections between the various roof framing members, including ceiling joists,rafters and collar ties are adequate to resist the current loading conditions and behave in the manner that a typical rafter and ceiling tie system is intended to behave prior to installation of the solar panels. Results South Roof and West Roof—adequate to support the proposed solar panels Structural Data and Code Information Our analysis was performed in accordance with the requirements of the 780 CMR 51.00:Massachusetts Residential Code which has adopted the 2009 International Residential Code with Massachusetts amendments. Per Table R301.2 (1),the ground snow load to be used for each town is in accordance with Table R301.2(5). Similarly,the wind speed for each town is in accordance with Table R301.2(4).The roof framing was analyzed in accordance with Section R104.11 of the of the 2009 International Residential Code which allows for alternate approved design such as using the ASCE 7 code for determining actual snow loads on roofs(e.g. deriving flat or sloped roof snow loads from the specified ground snow load referenced in Table 8301.2(5)). Wood members were analyzed and designed in accordance with the NDS 2005. The roof areas for the solar panels of this residence are framed in a gable configuration with conventional MPP Engineers,LLC 1 34 South Main Street, Suite D I Allentown,NJ 08501 609-489-5511 (office) I www.mppengineers.coml 609-489-5916(fax) Miller Residence Solar Installation 1094 Salem Street North Andover,MA 01845 2x roof rafters and collar ties.The existing roof structure is in good condition and is assumed to have two layers of asphalt shingles.The pertinent data is listed below: South Roof(13 Panels Total): Rafters: 2"x 10"(#2 Spruce-Pine Fir Assumed) Spacing: 16"O.C. Roof Slope: 22 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 12 feet Ceiling Joists: Present Collar Ties: Present Roof Sheathing: Wood Boards and Plywood Sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 50 PSF from Table R301.2 (5)of Massachusetts Residential Code Importance Factor,I: 1.0 Exposure Factor,Ce: 1.0(Conservatively taken as Partially Exposed) Thermal Factor,Ct: 1.1 with Panels(Cold Roof) 1.0 existing condition(Warm Roof) Design Snow Loads On sloped roof: 35.00 PSF(Existing—Unobstructed Warm Roof) 30.80 PSF(New—Slippery Surface on Cold Roof) West Roof(13 Panels Total Rafters: 1.75"x 6"TRUE(#2 Spruce-Pine Fir Assumed) Spacing: 16"O.C. Roof Slope: 23 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 12 feet Ceiling Joists: Present Collar Ties: Present(At every alternate rafter) Roof Sheathing: Wood Boards and Plywood Sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 50 PSF from Table R301.2(5)of Massachusetts Residential Code Importance Factor,I: 1.0 Exposure Factor,Ce: 1.0(Conservatively taken as Partially Exposed) Thermal Factor,Ct: 1.1 with Panels(Cold Roof) 1.0 existing condition(Warm Roof) Design Snow Loads On sloped roof: 35.00 PSF(Existing—Unobstructed Warm Roof) 30.16 PSF(New—Slippery Surface on Cold Roof) Miller Residence Solar Installation 1094 Salem Street North Andover,MA 01845 Wind Speed: 100 MPH from Table R301.2 (4)of Massachusetts Residential Code Exposure B Analysis Results: General Considerations ➢ Materials such as metal roofs or solar panels are considered slippery surfaces. Since the solar panels are mounted slightly above the roof line,it would be conservative to consider a thermal factor Ct of 1.1,treating the panel surface as a cold roof rather than a warm roof.Based on the roof slope and considering it as a slippery surface,the snow load is reduced by 12%for the South Roof and 14%for the West Roof compared with the snow loading directly on the existing shingled roof surface.This reduction equates to 4.20 PSF for the South Roof and 4.84 PSF for the West Roof which essentially offsets the weight of the solar panels. Gravity Loading: South Roof and West Roof—adequate to support the proposed solar panels It is our understanding that the panels will be installed using Unirac rail with L-feet(or equal)at approximately 48 inches on center(e.g. every two to three rafters). The leveling feet will be fastened directly into the existing joists with 5/16"diameter lag screws with a minimum embedment of 2.5".In addition, it is important that the leveling feet support locations be staggered between adjacent panels so that no single rafter supports more load than under the existing conditions. Wind Loading Based on our calculations,the net wind loads imposed on the roof framing with an attachment spacing as indicated above will be less than the current loading on the roof framing. In addition,provided that the leveling feet are attached to the roof framing members in a typical staggered fashion,the overall wind loading imposed on the structure and the individual framing members will not be impacted to any great extent. i Miller Residence Solar Installation 1094 Salem Street North Andover,MA 01845 If you have any questions regarding this matter,please feel free to contact my office at 609-489-5511. We appreciate the opportunity to assist you with this evaluation. Sincerely, MPP Engineers,LLC h Chiranjib Mukherjee "OF w� ASH G C1 No. 35 C7c'pF�a`ISTgs: N+ALr'`� Ashutosh Patel,P.E. MA Prof. Eng. Lic.No. 48235 I SERVICE INFO INVERTER SPECS MODULE SPECS nrg� UTILITY COMPANY NGRID INVERTER TYPE ENPHASE QUANTITY 26 Home MAIN SERVICE VOLATGE 240V M250-60-2LL-S22 MODULES TYPE LG275S1C-B3 SOLAR MAIN PANEL BRAND -- QTY 26 WATTAGE 275W MAIN SERVICE PANEL 200 A WATTAGE 210-30OW NOCT WATTAGE 202W 4�ED ARCA, MAIN CIRCUIT BREAKER RATING 200 A SERVICE VOLTAGE 240V FRAME THICKNESS 35MM MAIN SERVICE LOCATION SOUTH-WEST WALL CEC EFFICIENCY 96.5% FRAME COLOR BLACK SERVICE FEED TYPE OVERHEAD VGC 38.70V N..31521 Yom~HOWELL. rN°J MAIN SERVICE PANEL GROUND EXISTING GROUND ROD spmax g126Ay Imp 8.68A To UTaTY to C) UJ J O 1 - JUNCTION BOX (E)INNN SERVICE PANEL 200A RATED BUS BAR L-GATE 120 PV CODA SOLAR ONLY SOLAR ARRAY (7.150 kWstc) BOA AC PRODUCTION LOAD CENTER JUNCTION 80% (n B❑ 1 - L-GATE 120 PRODUCTION METER (E)zmy2P MF DISCONNECT METER os 3 D 3 B 3 C tDv2r 2 A 1 BRANCH 1 BRWCH I7 Q 1 - 1 ODA SOLAR ONLY LOAD CENTER °o° °o° Ml 13 MODULES IN PARALLEL CONNECTED IN BRANCH z'.Y C) FC2 - 20A 2P SOLAR BREAKER o o w \_T 1J11 I 0 1 13 MODULES LG 1G27551C—B3 1 - 20A/2P ENVOY BREAKER __ uD _________ _____ - Q (E)UTILITY r___________ ___________ __ __ __ __ _�____ �____ __ METER __J D❑ 1 - 60A AC DISCONNECT 1D�'I�'%011 L%tolAmwD - ZO 4 j Lms Nm r«PE MP 1 - 35A SOLAR BREAKER Mr�O u sr2 O Q L 2 1 BRANCH 2 BRANCH#2 J ECCJINI: �° M.4 13 MODULES IN PARALLEL CONNECTED IN BRANCH O O � I I f CIRCUIT 120% RULE (N)35y2P i N I FT 13 MODULES LG LG27551C-B3 a 1�4.+ Ea_ L---------- BUSBAR RATING 200A I MDDVU3 WIM QTou0M0 fkC---� MAIN BREAKER RATING: 200A NFEBS AND ENPHASE (200 X 1.2)-200 40A MP30 w 2M-su i MAX BACKFEED: 40A 2u/lr I � i PROPOSED SYSTEM: 35ALn I © Z 'n �(E)GROUND 35A<40A ______ ____ ° Q � y ROD En(_O 2-#12 THWN-2 ,I 1 -112 THWN-2 EGC/GEC MOOUTLET Uj IN 3/4'EMT CONDUIT W Q F— D(A OL w (y LU =n QY_1 11.1 m UQQ WEATHER STATION )y(n Z INFORMATION Q LAWRENCE MUM ASHRAE 2%AVG. 1 32'C 13-90 MM ABOVE1J.1_O NOTES LL: ROOF SURFACE TEMP C IV1. AMODULES WILL BE GROUNDED IN ACCORDANCE WITH O CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3 2 1 Z 2. ALL PV EQUIPMENT SHALL LISTED BY A RECOGNIZED 3- /B THWN-2 3- /B THWN-2 ENGAGE CABLE a: TESTING LAB. 1 - /6 THWN-2 EGC/GEC 1- 06 THWN-2 EGC/GEC CONDUCTORS ARE /6AWG HARE COPPER 3. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SUPPORTED ON PV GND IN FREE NR SYSTEM. IN I-EMT CONDUIT IN I'EMT CONDUIT RACKING SYSTEM NOT 4. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY VOC:24DVAC VOC:240VAC EXPOSED TO DIRECT voc:240VAc Drg.ND.: --- INTERCONNECTION, BREAKER SHALL NOT READ LINE AND ISC: 26DAAC ISC: I3.QAAC SUNLIGHT sc: 13.Oac LOAD. Drg.By.: TMG 5. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY ENPHASE INVERTER TOTAL SYSTEM CALC'S JUNCTION BOX TO LOAD CENTER CALC'S ENPHASE INVERTER BRANCH 1&2 CALC'S Rev.B INTERCONNECTION,THE BREAKER SHALL BE INSTALLED y' AT THE OPPOSITE END OF THE BUS BAR OF THE MAIN QTY:26 MAX AC:32.50A QTY:13 MAX AC:16.25A QTY:13 MAX AC:16.25A Date: 22-SEP-15 BREAKER 6. WORK CLEARANCES AROUND ELECTRICAL EQUIPMENT WILL NOC:1 (QTY N NOC).1.25 NOC:1 (CITY.NDC).1.25 NOC:1 (CITY.NOC).1.25 TITLE SHEET: BE MAINTAINED PER NED 110.26(A) (1), 110.26(A) (2) WIRE GAUGE:#8 WIRE OCP:47.00A WIRE GAUGE:#8 WIRE OCP:33.50A WIRE GAUGE:#12 WIRE OCP:23.50A ELECTRIC & 110.269 7. ALL EXTERIOR (3)R CONDUITS, FITTINGS AND BOXES SHALL BETEMP RATING:75'C AMP RATING.TEMP DE-RATE TEMP RATING:75'C AMP RATING.TEMP DE-RATE TEMP RATING:75'C AMP RATING.TEMP DE-NATE LINE RAIN TIGHT AND APPROVED FOR USED IN WET DIAGRAM LOCATIONS PER NEC 314.15 AMP RATING:50 A MAX AC TO BE LEM OR EQUAL AMP RATING:50A MAX AC TO BE LESS OR EQUAL AMP RATING:25A MAX AC TO BE LESS OR EOUAL 6. ALL METALLIC RACEWAYS AND EQUIPMENTS SHALL BE TO WIRE OCP FOR WIRE TO BE TO WIRE OCP FOR WIRE TO BE TO WIRE OCP FOR WIRE TO BE BONDED AND ELECTRICALLY CONTINUOUS. TEMP DE-RATE:0.94 APPROVED BY 2011 NEC TEMP DE-RATE:0.67 APPROVED BY 2011 NEC TEMP DE-RATE: 0.94 APPROVED BY 2011 NEC Pv-� nrg* Home SOLAR LA .... ......... ...__ 1FgE /RCH ' h�GO�g F.PfT�F a (E) DOWNSPOUT NOWEII, L NJ �U z ZI N N U ; 1 7211 11 Z-- 0 O a o Oa � Oo O _.. / ...... .. _ ... .. / _.. .. O .._... _....... .. 0 w Ln FROM PV ARRAY I FROM UTILITY PROVIDER "" - w z w (OVERHEAD) co /� - /� Q — N w O tL _.._._... In w Q W o z 0 - _..._.._... _._ U WOE p Drg. No (N) JUNCTION (E) UTILITY METER Drg. By.: TMG BOX FOR ENVOY (EXTERIOR WALL) Rev. By: - -- Date: 22-SEP-15 CENTER (EXTERIOR WALL) (N) t00AMPV LOAD (E) TO MAIN SERVICE PANEL TITLE SHEET:(INTERIOR WALL) ELECTRICAL t (N) L-GATE 120 CELLULAR 51DE ELEVATION PRODUCTION METER (N) UTILITY AC DISCONNECT 1 ELECTRICAL&SIDE ELEVATION DETAIL DETAIL (EXTERIOR WALL) (EXTERIOR WALL) PV-3A SCALE: MS PV-3A nrg Home SOLAR tFgeo ae�h i �i m r qa.at aii>< NO NJ q, ( tlJ M �U U� �(j zU �w Qw UNIRAC SOLARMOUNT GROUND WEEB & Ca Q RAIL WITH ECOFASTEN MODULE CLAMP LL-(V L—FOOT O < PV MODULE O p COMPOSITE ASPHALT w SHINGLES GREENFASTEN FLASHING: Z - ECO—GFI—BLK-812 WITH Q aD ECO—CP—SQ COMPRESSION to BRACKET :3 W N W Q 5/16'X4" S.S LAG BOLT WITH 2.5" w MINIMUM PENETRATION SEALED WITHF Q F- APPROVED SEALANT w W W w Q� 1 111 m 0< r W N Q w 0 S -i J Z Drg. No.: --- Org. By.: TMG Rev.By: --- Date: 22-SEP-15 1 ATTACHMENT DETAIL TITLE SHEET: ROOF ATTACHMENT PV-3 SCALE: MS DETAILS PV-3 ARRAY & ROOF AREA CALC'S nrg*" Home, ROOF R-1 Home ARRAY AREA 231.25 ft' SOLAR ROOF FACE AREA 317.97 ft' 231.25/317.97 = 72.73% ROOF FACE AREA COVERED BY ARRAY �FgeoaReti ROOF 2 No.31627 s ARRAY AREA 231.25 ft' NO ELNj t. ROOF FACE AREA 652.09 ft' 231.25/652.09 = 35.46% ROOF FACE AREA COVERED BY ARRAY LI)U U� F-ci Z w <w Q ROOF DESCRIPTION a 5LL- R-1:COMP. SHINLGES ° a Q Q AZIMUTH 159. PITCH 27 SHADING 92% ffi R-2:COMP. SHINLGES 6 AZIMUTH 249' .. PITCH 23' at SHADING 80% s �c Z t - _ t LEGEND `it ENPHASE MICRO-INVERTERSO M250-60-2LL-S22 UJ LLI Q N o ROOF ATTACHMENT > 13 PV MODULES I W r ............ RAFTER CHIMNEY (N) PV LOAD CENTER <'�� UNIRAC SOLAR MOUNT RAIL r' F- L-GATE 120 CELLULAR pCNELMLU�TLAER w IV O PIPE VENT SKYLIGHT ()Ra�UDISCONNECTR 37 ATTACHMENT® 48'O.0 MAX w Q W> O AIR VENT ,t W S O (E)UTILITY METERz-- r UQ0 -—- CONDUIT SATELLITE 1' PVC/EMT CONDUIT F Z Q ELECTRICAL EQUIPMENT ANTENNA w j Q 4ai,_ ® O � ENPHASE MICROINVERTERS W Of— M250-60-2LL-S22 WHIRLYBIRD O� ' 13 PV MODULES z MODULE SPEC'S 27 ATTACHMENT® 48" O.0 MAX Drg. No.: --- 1�1 iP. ! Drg.Bg.: TMG Rev. 89: --- Date; 22-SEP-I5 PSN TITLE SHEET: T \✓10 a 1 ROOF PLAN WITH PANELS NORTH ROOF PLAN t PANELS LG275S1C-83 PANELS-275W ; 5 PV-2 SCALE: 1/8'= 1'-0' LG PANELS FV-2 4 PROJECT DESCRIPTION. SHEET INDEX PROJECT SITE rnig� PV-1 SITE PLAN &VICINITY MAP Home 26X275W ROOF MOUNTED PV-2 ROOF PIAN & PANELS PV-3 ROOF ATTACHMENT DETAILS SOLAR SOLAR PHOTOVOLTAIC MODULESi PV-3A ELECTRICAL& SIDE ELEVATION DETAIL SYSTEM SIZE: 7.150 kW DC STC PV-4 ELECTRIC LINE DIAGRAM ° PV-5 E \ o°R SPrte. PV-6 SPECIFICCIFIC ATION DETAILS F> m ARRAY AREA: PV-7 SPECIFICATION DETAILS R-1: 231.25 ft' PV-8 SPECIFICATION DETAILS NOWEtt. No.31621 i R-2: 231.25 ft' PV-9 SPECIFICATION DETAILS \\ NJ PV-10 SPECIFICATION DETAILS ,' �``.,�a y,,•'``` PV-11 SPECIFICATION DETAILS PV-12 SPECIFICATION DETAILS i�• \} PV-13 SPECIFICATION DETAILS i to J 1094 Salem U LLI iV Q w / (E) UTILITY METER / Z VICINITY MAP PV-1 SCALE: NTS / PROJECT SITE z .� LX? :3 O / Q• / Ef)puC 0u)EV w lY UJ Lp \ / u=i <w 13 PV MODULES / r GL N Q.... / \ OCAS DRIVEWAY / W O .............. 13 PV MODULES Drg.No.: --- ir Drg.By.: TMG r Rev. BV: --- Date: 22—SEP-15 PIAN NORTH TITLE SHEET: 1 SITE PLAN WITH ROOF PLAN SITE PLAN t VICINITY MAP PV-1 SCALE: 1/32'= 1'-0' 3 HOUSE PHOTO py-i SCALE: NTS P V— ou mm x coc- z z O O mm r r mm n n 7u X n n rnD Z N _ D = o ao ° WiZm= r-Ur c� _ �rn W 0 x`�n 5 5 -M U J uj 3 �W N N 13'-2" O I_ _n OD DE OF 3 M =Z-� ° m 70 9rO CP - 0 CLIENT INFORiiATON SOLAR SYSTEM w nlg� L. 50 kW DC Home ERR ESIDENCE ACRO INVERTERS TON PETERSEN ROOF DIAGNOSTICS )0014 SALEM STREET, 26 r1-250-60-21-L-522 ARCHITECT,LLC SOLAR AND ELECTRIC,LLC 6 COUNTY LANE PATE: Ie.r PANELS HOWELL,NJ 01 131 NORTH ANDOVER, A 01845 26 MODULES s 215W PER IODULE THOMAS F.PETERSEN DWG NO.: 4s'3 NY ARCH.LIC.035290 132.130.1 163 B Y: cz DocuSign Envelope ID:7239A81C-709E-4CA5-8E9D-OFDC975083D8 The Commonwealth of Massachusetts Y Department of IndustrialAecidents 1 Congress Street,Suite 100 Boston,MA 02.114-2017 5v www mass.gov1dia Al"orkers'Compensation Insurance Affidavit:Builders/Contractors/E lee tricians,Tlumbers. TO BE FILED WITH THE PER\1ITTM AUTHORITY. Ap plicant Information Please P'rin't Le 'blv LVYar e (t.usinesslOrgs1t zation/Individtial): Address: City/State/Zip:'�t_ p � ' . `'..,Phone#:- Are you an employer?Check the appropriate box: " Type of project(required): .. 1.2; 1 am a employer with_ employees(full and//or part-time),* 7. New construction 2. 1 am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No'workers'comp,insurance required.]. . Demolition 3.❑r am n homeoiamer doing all workmyse�.[No wor'ke�'comp,insurance:re�uired.]t ❑ []4.o 1 am altamecrv✓ner and will be hiring contractors to conduct all work an my property. 1 will 20 Building addition ensure that all contractors either have work ens'compensation inswance or are sore 11.❑Electrical repairs or additions proprietors with no.employees. ' I?.Q Plumbing repairs or additions 5.17 l am a general contractor anis I have hired the sub-contac`ors listed on the attached sheet. These sub-contractors have employees and have.workexs'-comp.insurance.( 13.❑Roof:repairs 6.M We are a corporation and its officers have exercised their right o£exem tion Fe vGL 14.K Othereaigm4sac% 152,§1(4),and we have no employees.[Nto workers'comp.insurance required..] "Any applicant that checks box 9 1 must also fill out the section below showing their workers'compensation policy information. 1Homeowners who submit this ar idavit 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 off 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 isprovidina workers'compensation insurance for my employees Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#; �dz_\ k 1 I—)ej —k`.:�o Expiration Date:_ "r Job Site Address::10 Ct1\ Su.�n � s City/State/Zi p:k� 01949' Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MOL c, 252,§25A is a criminal violation punishable by a fine up to S 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.A copy of this statement may be:forwarded to the Office of investigations ofthe Dlfi for insurance coverage.verification. 1 do hereby certr y under the pains and penalties of perjury that the informeon provided above is true and correct. euSigned by: Sin- ,¢.,oature: t/VItiLL aws Date: 10-2-0-IS, Rhone#: Official use only. Do not write in this area,to be completer]by city or town trfficiaL City or Town: Permit/License Issuing Authority(circle one): I.Board of Health 2.]Building Department 3.City"Town Clerk 4.Electrical Inspector 5.Plumbing Inspector C.Cather Contact.Person: Phone#: A�® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 7/15/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Darlene Mulcahy Malcolm 6 Parsons Insurance Agency IPA NES E xti; (781)344-3200 NC No:(781)34a-1425 713 Washington Street E-MAADDRIESS: P.O. BOX 527 INSURERS AFFORDING COVERAGE NAIC# Stoughton MA 02072 INSURER A Northland Insurance Company INSURED INSURERB:Sentinel Insurance Company Ltd 39098 Certified Safe Electric, Inc. INSURER C Nautilus Insurance Company 50 Tower Avenue INSURERD:CNA Surety INSURER E: Marshfield MA 02050-5131 INSURER F: COVERAGES CERTIFICATE NUMBER:CL157602635 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD/YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TRENTED A CLAIMS-MADE ❑X OCCUR PREM SESOE.occu nce $ 100,000 X ISO Form CG0001 TBI 7/15/2015 7/15/2016 MED EXP(Any one person) $ 5,000 X Contractual Liab PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY F1JECT PRO F LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: General Aggregate $ 5,000,000 AUTOMOBILE LIABILITY COEaMBINED ccident SINGLE LIMIT $ 1,000,000 a B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED OBUECZJ8251 3/7/2015 3/7/2016 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ X ISO CA0001 PIP-Basic $ 8,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 2,000,000 C X EXCESS LIAB X CLAIMS-MADE AGGREGATE $ 2,000,000 DED I I RETENTION$ TBI 7/15/2015 7/15/2016 $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ D FIDELITY— EE DISHONESTY 62447764 7/1/2015 7/1/2016 $50,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION certifiedsafeoffice@gmail. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 120 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. North Andover, MA 01845 AUTHORIZED REPRESENTATIVE Amne Parsons/DARL ^— ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 onl4nn ....®r k3Csf* <a Rte. 4 . R ? gg33'u'g3Y? s14 x"�sc .t;te#15 IMARSHFIELI)MA 01052016 ELECT"CIANS 50 •Y t ;yR AVE NEx, O VIA H ETr'-s E Lk CT'P i C!A.fid,•S .•' REGISTERED MASTER E."HEG-M!GM4 '4•�xM"''T{ 1 F}`E, SAFE z E.ins� ,, UICE 2 699 4 07/j/ yq6^ 40147 ta.,:,' ,�f�, ���r <n.p.w,C,.,,,aan .le/� �s,•,..s,,�r,,�wu.,,r,,.,.�,.,,.�.` attar ob a sn t r Af gtr z t i iia? r c�Yt tetre l./dose..or registration valid for individul use only ei l furc the expiration date, Iffou-ad return to. t3 E IMPROVEMENT CONTRACTOR � g`sst atlz�r; 1i Ivy � � Office a1't't�arrsr»er:affairs and Business Regulation �M -,xpiratioa: cwpora iu 11)Park Plaza-Suite$170 i3voWnt'NIA 02116 CERTIFIED SAFE ELECTRIC,INC. KU't.c DAVIS ra� 14 50 TONER AVE. 3y RS jE',E: ,Pis?02,150 .R cSer�reat� ri Not valid md*out sWaature