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24 CHERRY HILL AVENUE - BUILDING JACKET r. The Commonwealth of Massachusetts NSPECTiO AL SEFVICE$ Board of Building Regulations and Standards OR Massachusetts State Building Code, 780 CMR MUNICIPALITY 1315 DEC a A dliE 15 Building Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 One-or Two-Family Dwelling VThis Section For Official Use Only V Building Permit Number: Da Applied: i ._ Building Official(Print Name) Signature ate SECTION 1: SITE INFORMATION 24 Cherry Hill Ave (� Property Address: 1.2 Assessors Map&Parcel Numbers 2 ' 1.1a Is this an accepted street?yes no Map Number 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❑ Private❑ Zone: _ Outside Flood Zone? Municipal ❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Michael Callahan Jr. Salem MA 01970 Name(Print) City,State,ZIP 24 Cherry Hill Ave (347) 537-8244 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other 6 pecify: PV Solar Brief Description of Proposed work':The installation of 28 PV solar panels mounted on the roof. 7.28 kW SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1. Building $2000 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $26000 11 Standard City/Town Application Fee ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: . 6. Total Project Cost: $28000 ❑Paid in Full ❑ Outstanding Balance Due: i s SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 093115 4/1/2016 Joseph Mld-Chirico License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 11 Hillcrest Ave No.and Street Type Description Seekonk MA 02771 U Unrestricted(Buildings u to 35,000 cu.ft. R Restricted M2 Family Dwelling Cityrrown,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 401-574-6684 I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 170279 10/5/17 NRG Home Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 101 Constitution Blvd No.and Street Email address Franklin MA 02038 508-315-6663 Ci /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 .........WJ No ........... ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Joseph Wyld-ChiriCo to act on my behalf,in all matters relative to work authorized by this building permit application. 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 ties of perjury that all of the information contained in this application is true a ac _ owledge and andel standing. Pi t Owner's or Authorized Agent's Name ronic 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 i. www.mass. on v/oca Information on the Construction Supervisor License can be found at www.mass.@ov/dpss 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"maybe substituted for"Total Project Cost" UM :Mpill 11 ..q n 'r UCT'n L exGINEE. MPP December 12,2015 Mr. Wissem Taboubi NRG Solar 89F Washington Ave Natick,MA 01760 RE: Callahan Jr. Residence Solar Installation 24 Cherry Hill Avenue Salem MA 1970 Structural Assessment of Roof Framing MPP Project No: 15-3912 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 and rafters 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 Roof Front—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 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 R301.2(5)). Wood members were analyzed and designed in accordance with the NDS 2005. The roof area for the solar panels of this residence is framed in a gable configuration with conventional 2x roof rafters. The existing roof structure is in good condition and appears to have one layer of asphalt MPP Engineers, LLC ( 34 South Main Street, Suite D I Allentown,NJ 08501 609489-5511 (office) I www.nippengineers.com 1 609489-5916 (fax) Callahan Jr.Residence Solar Installation 24 Cherry Hill Avenue Salem MA 01970 shingles. The pertinent data is listed below: Roof Front(28 Panels TotalX Rafters: 2"x S" (#2 Spruce-Pine Fir Assumed) Spacing: 16"O.C. Roof Slope: 28 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 14.00 feet Ceiling Joists: Present Collar Ties: NOT Present Roof Sheathing: Wood Boards and plywood sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 40 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 Root) 1.0 existing condition(Warm Roof) Design Snow Loads On sloped roof: 28.00 PSF (Existing—Unobstructed Warm Roof) 21.56 PSF (New—Slippery Surface on Cold Roof) Wind Speed: 100 MPH from Table R301.2 (4) of Massachusetts Residential Code Exposure B Analysis Results: General Considerations ➢ The proposed solar panels consist of solar panels which impose a total weight of approximately 2.5 to 3 pounds per square foot(PSF)on the roof surface. From a practical standpoint,the International Residential Code allows up to 2 roof coverings on a residential dwelling. Each layer of roofing imposes a net load of about 2.5 to 3.0 PSF on the roof.From this perspective, since the existing roof has only a single layer of shingles,a second layer is allowed to be added by the code without analysis. This 21 layer of shingles essentially weighs the same as the proposed solar panels. ➢ 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 23%compared with the snow loading directly on the existing shingled roof surface. This reduction equates to 6.44 PSF which essentially offsets the weight of the solar panels. Callahan Jr. Residence Solar Installation 24 Cherry Hill Avenue Salem MA 01970 Gravity Loading: Roof Front—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. 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 Krishna J Allam E.I.T. tH OFpfgS ASHUIQ 2 N C1 y N0.4 235 OISTEF�� ,Q �SSfONAL Ei3G\N Ashutosh Patel,P.E. MA Prof. Eng.Lic.No. 48235 Callahan Jr. , Michael - Jennife 7.280 kW (DC) PHOTOVOLTAIC SYSTEM ` 24 Cherry Hill Avenue, Salem, MA 01970 C E <0 QCn o SCOPE OF WORK: INVERTER (N)E •us000NNRz lzaovl �xlsT 28 JKM260P-60B SOLAR PANELS Ian^�G, INTEGRATED p pDC DISCONNECT F A(rvl 10&SOLA%oNLYD 2 SE5000A-USOOONNR2(240V) INVERTER c CENTERLOAD 2a0V NEMA-3R © ROOF TOP AND WALL MOUNTED ELECTRICAL EQUIPMENT a o PV DISCONNECT FOR REQUIRED PER CODE,AHI&FIRE DEPARTMENT UTILITY OPERATION CONNECT TO 200A 1200A MAIN SERVICE PANEL '¢ m TOTAL SYSTEM SIZE 7.280 kW DC $ F€ ®� SHEET INDEX: EXISTING SERVICE POINT El — SITE PLAN E6 — DETAILS &UTILITY METERING E2 — NOTES E7 — SINGLE LINES EXISTING 200A BUSw ci EXISTING 200A TOP FED E3 — PROPERTY PLAN E8 — ELECT. NOTES 3 MAIN BREAKER SERVIC Fl E4 — ELEVATIONS E9 — SIGNAGE POINT OJlt q E5 — ROOF PLAN E10+ — CUT SHEETS �1` VICINITY MAP CO ® ��f5gj$y L3 , f 28-JKM260P-60B N SOLAR PANELS S E PLAN s E1 NOTE: LL SCALES SET TO 1 17 SHEET SIZE =, � ,.��ir SOLAR PHOTOVOLTAIC SYSTEM NOTES: ABBREVIATIONS All materials,equipment,installation and work 9.All Conductor exposed to weather shall be 22.Flexible,fine-stranded cables shall be A AMPERE •°'TB shall comply with the following applicable codes: listed and identified for use in direct sunlight. terminated only with terminals,lugs,devices or Ac ALTERNATING CURRENT • 2012 IBC [NEC 690.31(8),310.8(D)] Connector that are identified and listed for such use. Aed AUTHORITY HAVING JURISDICTION s g BLDG BUILDING • 2012 IRC 10.The module conductors must be type USE-2 [NEC 690.31(F)] CONC CONCRETE •.,� • 2011 NEC or listed for photovoltaic(PV)wire.(NEC 23.Connectors shall be of latching or locking type. CB COMBINER BOX • 2012 UMC 690.31(B)) Connectors that are readily accessible and operating DEC CALIFORNIA ELECTRICAL CODE CU COPPER 2012 UPC 11.All Conductors shall be marked on each end at over 30 volts shall DP DISTRIBUTION PANEL {¢ • 2012 IFC for unique identification. 24.Require tool to open and marked"Do Not Dc DIRECT CURRENT LM • 2013 Building Energy Efficiency Standards 12.PV module negative shall be grounded.All Disconnect Under Load"or"Not For Current EGC EQUIPMENT GROUNDING CONDUCTOR � Q • Authority Having Jurisdiction grounded conductor shall be property color (E) (EXISTING) lor Interrupting".[NEC 690.33(0)&(E)(2)] FV FIELD VERERED 1?- • Fire Authority Having Jurisdiction identified as white.[NEC 200.6] 25. Equipment grounding conductor for PV modules GALV GALVANIZED © C 13.P7 system connected on the load side of the smaller than 6AWG shall be protected from physical DEC GROUNDING ELECTRODE CONDUCTOR 1.Existingplumbing vents,skylights,exhaust GND GROUND D 9service disconnecting means of the other damage by a raceway or cable armor.[NEC 690.46 HOG HOT DIPPED GALVANIZED outlets,ventilations intake air openings shall not source(s)at any distribution equipment on the &250.120(C)] I CURRENT be covered by the solar photovoltaic system. remises shall meet the followin NEC 26. E ul ment roundin conductor for P7 stems Imp CURRENT AT MAX POWER P g[ Equipment grounding sY INw INVERTER 2.Equipment.Inverters,motor generators, 705.12(D)]: without Ground Fault Protection(GFP)and installed Isc SHORT CIRCUIT CURRENT photovoltaic modules,photovoltaic panels,ac 14.Each source connection shall be made at a on non-dwelling unit must have ampacity of at least kVA KILOVOLT AMPERE w hotovoltaic modules,source-circuit combiners, kW KILOWATT P dedicated circuit breaker or fusible disconnecting 2 times the temperature and Conduit fill corrected LBW LOAD BEARING WALL and charge controllers intended for use in means.[NEC 705.12(D)(1)] circuit conductor ampacity.[NEC 690.45(B)] MIN. MINIMUM 86' hOtOVOICaiC Wer MCB MAIN CIRCUIT BREAKER p power systems shall be identified 15.The sum of the ampere rating of the 27.Fine stranded cables used for battery terminals, MSP MAIN SEANCE PANEL = and listed for the application. (NEC 690.4(0)) overcument devices in circuits supplying power to devices,and connections require lugs and terminals (N) (NEM) o 3.All outdoor equipment shall be NEMA 3R rated, the busbar or Conductor shall not exceed 120% listed and marked for the use.[NEC 690.74] N3R NEMA 3R,RAINTIOIT OUTSIDE RATED =v includingall roof mounted transition boxes and NEC NATIONAL ELECTRICAL CODE �g of the rating of busbar or Conductor. [NEC 28.Grounding bushings are required around MTs NOT TO SCALE switches. 705.12(D)(2)] pre-punched concentric knockouts on the DC side of OC ON CENTER le 4.All Equipment shall be properly grounded and 16.The interconnection point shall be on the line the system(NEC 250.64 C) OCPD OVERCURRENT PROTECTION DEVICE g a� bonded in accordance with NEC amide 250. side of all ground-fault protection equipment. 29.Grounding electrode conductor will be P POLES-BREAKER POLE$- $ 5.All circuits connected to more than one sourcePL PROPERTY ONES [NEC 705.12(D)(3)] Continuous,expect for splices or joints at busbars Pv PHOTOVOLTAIC w shall have overcurrent devices located so as to 17.Equipment Containing overcurrent devices in within listed equipment. PVC POLYNNYL CHLORIDE w provide overcurrent protection from all sources. RR ROOF RARE FTER P P circuits supplying power to a bus bar or (NEC 250.64 C) SRC ROOF BARE COPPER [NEC 690.9(A)] conductor shall be marked to indicate the 30.All smoke alarms,Carbon monoxide alarms and SP SOLAR PLANE a 6.All photovoltaic(PV)modules shall be mounted presence of all Sources.[NEC 705.12(D)(4)] audible notification devices shall be listed and SPL SUBPANEL SOI SCHEDULE on the roof.Additional equipment of the PV 18.Circuit breaker,if backfed,shall be suitable labeled in accordance with UL 217 and UL 2034. SS STAINLESS STEELST system shall be located outside the building near for such operation. [NEC 705.12(D)(5)] They will be installed in accordance with NFPA 72 PTC PRACTICAL TESTING CONDITIONS the main electrical services.[NEC 690.14(0)] 19.To minimize overheating of the busbar in and NFPA 720. (IRC 2013 R314&1615). 5WH SOLAR WATER HEATER R. q 7.The utility interactive inverters shallTYP TYPICAL panelboard,the panelboard main circuit breaker 31.NEC requires that Smoke alarms and Carbon UNO UNLESS NO otHERW1Y automatically de-energize its output to the and the PV power Source circuit breaker shall be Monoxide Alarms be retrofitted Into the existing V VOLT i y connected electrical production and distribution located at the opposite end of the dwelling.These Smoke alarms are Vmp VOLTAGE AT MAX POWER £Oi 1$ 99H physically Opo g required t0 be in va VOLTAGE AT OPEN CIRCUIT network upon loss of voltage in the system and busbar. all bedrooms,outside each bedroom,and at least W WATT shall remain in that state until the electrical 20.All the NEC required warning signs,markings, one on each floor of the house.Carbon Monoxide production and distribution network voltage has and labels shall be posted on equipment and alarms are required to be retrofitted outside each €€ been restored.[NEC 690.611 disconnects prior to any inspections to be bedroom and at least one on each floor of the a v 8. Due to the fact that PV modules are energized performed by the Building Department inspector. house.These alarms may be solely battery operated whenever exposed to light,PV Contractor shall 21.Metallic raceways or metallic enclosures are if the Photovoltaic project does not involve the disable the array during installation and service required wiring method for inside a building for removal of interior wall and ceiling finishes inside ' by short circuiting,open circuiting,or covering PV system.[NEC 690.310] the home,otherwise,the alarms must be hard wir the array with opaque covering.[NEC 690.18] and interconnected. OCCUPANCY TYPE: R-3 - CONSIRUCRON TYPE: TYPE V-B E'' UNSPRINKLERED (� w�/ \ y1� 4 $ I. V f� b/ �Z 0 m � Z qm PROJECT: rxoao�osmEMs��s r.mo '� A T.IG 7.280 $pNiF,1GTPMlTMC bYSlEM F00. µiN GF Callahan Jr.,Michael-Jennife ` ©me .aa�s ^ �aumrme mv� u 24 Cherry Hill Avenue, �+T1 /,r-� F"u uG Salem W01970 SOL/- R 10 01 33'- 0" o ° I 91 0 ° �i m r O Z g � PROJECT: A+oaasEo ars�w a>Eu z.zao P nw zzao Callahan Jr., Michael ichael re-xJwexn:nrfexx, .r[77 se a xea zsloxr /1me a+vs awnzmreoe V� ° e u,mn�rneEa^^e+xe000xxa� 24 Chany Hill Avenue, Salem,MA 01970 PITCH AIIMUTH MATERIAL SP SQ.FT ARRAY SQ.Ff RAFTER SPECS SHADE SP81 28° 208° COMP 692.76 507.14 2X816"O.C. 94% V ? 0;} ROO�G � NEW PV CONDUIT TO BE RUN WITHIN `s Q Gr ATTIC AND HIDDEN FROM VIEW. CONDUIT TO BE PAINTED TO MATCH _ THE EXISTING SURFACE. OI ^ O SI �0 rl SI Ago NP Sj I L o OP a V SI SI SI SI S2 i i qp t b SQ. srysl PP= S U s S2 s 2 �2, � a I � ZI�Oh S2 SZ S2 S'2 � a j l ' Of S2 ti g N 58 ATTACHMENTS @ 48"O.C.MAX.(TYP.) J ROOF PLAN / ^ ALL ARRAYS k 8 SCALE:3/16"=1'-0" EQUIPMENT LEGEND ACCESS COMBINER MJUNCRON rIAA DISCONNECT w/ oro DC DISCONNECT w/ O LOAD CENTER w/ O DISTRIBUTION PANEi O WALL INVERTER w/ O DEDICATED PV Q SDtNCE POINT k E5 LADDER BOX BOX ARNING LABEL WARNING LABEL WARNING LABEL w WARNING LABEL WARNING LABEL SYSTEM METER O UTILITY METERING STRING LEGEND Sl - STRING 1 S2- STRING 2 - h•? S3- STRING =' S4- STRING 4w, S5- STRING 5 S� S6- STRING 6 S7- STRING 7 ^` Roo v S8- STRING 8 W� < S9- STRING 9 C Q 0 0 OI SI ap SI SI S2 m SI S'2 `S2 �s N j STRING PAN / SCA 3/16"=1'-0" j EM y*rs w uao8�c Ul SDwaw o MM Eco PASIEN GRaurm NFID a $ o-F L-mm wwD OVLP n s/IB'moN mxom w�� 3w-tes ss WA9mt WNP SHu L-Im-3'eatar(Mm- cr&OL PASIEN fuvmlc: OP W"AAE) m0-fFt-91IA12 MM GF-I RARING mO-LP-50 CmIF#59CN BRAT tom+ 5/MV SS LAC BOLT NIM 2' WNWM PFNmRAigN cram M11H —� UG BOLT 5/16' IPPROrID SFAIWR (TO BE YWFIm) (i0 BE WAIRm) © i w C STANDOFF DETAIL A SCALE:1"=r-D' m a'o � G L � B1 NPN IOQlm EXISTING 200A BU U @RFRMBVNH443R DaMNG 200A MAIN BRFANFR U l20/2Nw t03w w SESGWALSOOGNNR2(2 NMETER PANEL SDB PANEL O INVERTkR INIECNATFD OL 130/29M 1A 3W D6WNNECT -IF_ OVERHEAD DNmD� i PROTECTED OM � �—• I CD3nm II IEa, I ❑ ' 6 o I jEl�l I 0 o O 0 IA71 S g xEw 60.4 AC olsconnFcr NEW BBA AC DL NEU 2NP/NEMA-3R WITH 60A m5E5.2Aw (OUTSIDE) NEIN-3R ❑NSmE) OUTSIDE ELECTRICAL ELEVATION DETAIL INSIDE ELECTRICAL ELEVATION DETAIL $ SCALE:3/8'=V-0" SCALE:3/8" SERVICE INFO INVERTER SPECS MODULE SPECS AMBIENT TEMPERATURE SPECS UTILITY COMPANY: MSP VOLTAGE: INVERTER:SESOJOA-USOOONNR2 MODULE TYPE: QTY: WATTAGE: FRAMECOLOR: AMBIENTTEMP RECORDLOW CONDUITHEIGHT ROOFTOPADDER ROOFTOPTEMP CONDUCTORTEMP RATE NGRIO 240V QTY: JKM26OP-608 28 26OW BLACK 3200 -170C .5"-3.5" 220C 54 0C 900C MSP LOC: SERV.TYPE: MSP GROUND: VOLTAGE: WATTAGE: CEC EFF: VOC:38.1V W:8.98A Imp:8.37A Vpw:31.1V TEMP CORRECTION:.76 b e tl a NORTH-WEST OVERHEAD (E UFER 240V 5000W 98% PeA34as(ma)m) WIRE OCP FOR WIRES CONNECTED TO BREAKERS OPTIMIZER SPECS 120%RULE MAX VOLTAGE TO BE GREATER THAN THE SIZE OF THE BREAKER. OPTIMIZER:P300 (VOLTAGE.690]-MAX VOLTAGE) QTY:28 MAX STRING BUS MAN rnnz M BAR BREAKER PV OCP VOLTS 6901 VOLTS ORA WATTAGE: (2W x 1.20)- 2W = 40 500 x 1.16 = _596—DD Ly ORA MAX:15A 5250W EQUIPMENT TERMINALS ARE RATED AT 75C. STRING AMPERAGE NOT TO EXCEED C <C THE 75'C RATING OF THE PARE THAT IS ATTACHED TO THE TERMINALS. ro y�jN.'-' (E)200A iflP im 60A 60A LOAD CENIFAA SOLAR LY O L V0111Y SDRMCE MAIN SU MCE PANEL UPUTY AC DISCONNECT U11UTY NEMA-33 •/60A NSE9 AC DISCONNECT 240V NINA-OR 240V NEMA-]R 4 4 + SISDDOA-USOODNNR2(240yy�� 200A/� INIERGRATED DC D13CONNECT APC FAULT PROTECTED PASS THROUCM 1 Stang 600V NEMA-4x of 14. (q LDAns 3 IW 1 1 `T ]OA Y6M6 Oi0MfD C " m ao I x .2 SE5000A-USODONNR ( MCIy� C3N INTERFNATEO DC DLSCONNEC7 c ARC FAULT PROTECTED PASS THROUGH I String W L 9Ec 6UUV NEMA-4x of 14. 3 1NV z 1 A 30Aipt O 0 ma axnmm U U mvvc 0 w 'O � rc a (E)GRWID ROD 'I Ll 4 g mII g TAG4 CONDUIT CIN GAUGE:WIRE W RE NPE TEMP WIRE Mp RAT NG: AMP DE-RATE: CONDUIT OCP: 75-C RATRE ING: WATTIAGE T NG OVOLLTTAGE -STRING x NEC:=AMPS VOLTAGE AX M GRIND GRN EIRE ? „I O OPEN AIR 2 R10 W WIRE 90-C 40 x 0.76 x I = 30.40A 35 A 3640 I 350 = 10.40 x 1.56 = 16.22A 500 %6 SBCE 11 O 1'EMT 3 A10 THWN-2 901C 40 x 0.76 A 1 = 30.40A 35A 3640 I 350 = 10.40 x 1.56 = 1672A 500 #6 THWN$ t 2 O 1'EMT 3 YB THWN-2 901C 55 x 0.76 x I = 41.8DA 50A I = 21 x 1.25 = 26.25A 240 A6 THWK2 7 OVENT 3 416 THWN3 WPC 75 A 016 A 1 = S7.00A 65A / = 42 x 1.25 52.50A 240 MB THWN-2 .ee ■ ELECTRICAL NOTES: 1) All modules will be grounded in accordance with code s; and the manufacturers installation instructions. 2) Al pv equipment shall be listed by a recognized tested lab. 3) Notify serving utility before activation of pv system. 4) When a backfed breaker is the method of utility interconnection,breaker shall not read line and load. C a 5) When a backfed breaker is the method of utility interconnection,the breaker shall be installed at the E C opposite end of the bus bar of the Main Breaker. 6) Work clearances around electrical equipment will be maintained per NEC 110.26(a)(1), 110.26(a)(2)& 110.26(a)(3) 7) Al exterior conduits,fittings and boxes shall be rain-tight and approved for use in wet locations per NEC m 314.15. Z 8) All metallic raceways and equipment shall be bonded gg u and electrically continuous. _ �o 9) All pv equipment,systems and all associated wiring and Do Interconnections shall be installed by Qualified Persons. �?v $ 10) The photovoltaic system conductors shall be identified and grouped.The means of identification shall be permitted4 by separated color coding,marking tape,tagging or other approved means.NEC 690.4(b) A11)Adequate spacing must be maintained between any M plumbing sewer vents extending through the roof and the w U underside of the photovoltaic panels(6"minimum 3 recommended), a 12)Pv equipment,systems and all associated wiring and interconnections shall only be installed by qualified persons (nec 690.4 e). 13)Photovoltaic system conductors shall be identified and grouped.the means of identification shall be permitted separate color coding,marking tape,tagging or other t € approved means.(nec 690.4b) tg 14)Externally operated knife blade type ac disconnect switch a which is lockable in the open position and"on"and"off'visible s designations which is directly accessible to riverside utility department employees at all times 60amp,250vac utility 2 lockable(ac)disconnect(nem 6.3 and nec 690.17)(nema 3r) 15)Photovoltaic meter socket will be provided within 10'to 9s 72'(center to center of meters)from the existing service a 4 meter and that It will be Installed between 48"to 75"above ".�,„� the floor or grade level. E CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED PHOTOVOLTAIC DISCONNECT LABEL FOR MAIN SERVICE FOR UTILITY OPERATIONS a LABEL FOR AC DISCONNECT CAUTION i .A PHOTOVOLTAIC ARRAY DC DISCONNECTWARNING! POWER TO THIS BUILDING IS ALSO OPERATING CURRENT: 10.40 A OPERATING VOLTAGE: 350 V THIS SERVICE ALSO SERVED SUPPLIED FROM THE FOLLOWING MAX.SYSTEM VOLTAGE: 500 V BY A PHOTOVOLTAIC SYSTEM SOURCES WITH DISCONNECTS c SHORT-CIRCUIT CURRENT: 10 A LABEL FOR MAI N SERVICE PANEL IC E X LABEL FOR DC DISCONNECT&INVERTER LOCATED AS SHOWN: N a•• WARNING! Q PHOTOVOLTAIC POWER SOURCE ELECTRIC SHOCK HAZARD. OPERATING AC VOLTAGE: 240 V DO NOT TOUCH TERMINALS. MAXIMUM OPERATING AC OUTPUT TERMINALS ON BOTH THE LINE AND A CURRENT: 52.50 AMPS LOAD SIDES MAY BE ENERGIZED (N)INVERTER R'�2Yo d LABEL FOR MAIN SERVICE PANEL COVER IN THE OPEN POSITION. LOAD CENTER _ LABEL FOR COMBINER SOX PV DISCONNECT � PHOTOVOLTAIC ARRAY FOR UTILITY AC DISCONNECT OPERATION o OPERATING CURRENT: 52_50 A CAUTION ¢c THIS PANEL HAS SOLAR&UTILITY spa r OPERATING VOLTAGE: 240 V SERVICE POINT& METERING POWER. UTILITY LABEL FOR AC DISCONNECT F �E ALWAYS SHUT OFF BOTH BEFORE 2QY g O m v SERVICING. OtR WARNING! SUB PANEL Cgrd N ry ELECTRIC SHOCK HAZARD. (MID)AT THE MAIN SERVICE PANEL: �Dp DO NOT TOUCH TERMINALS. (N),souR ARMY U TERMINALS ON BOTH THE LINE AND SOLAR PRODUCTION METER O LOAD SIDES MAY BE ENERGIZED 0 IN THE OPEN POSITION. (MID)AT PRODUCTION METER LABEL FOR AC DISCONNECT WARNING:PHOTOVOLTAIC POWER SOURCE WARNING! yy gg ELECTRIC SHOCK HAZARD. WARNING LABEL SHALL BE PLACED ON INTERIOR AND q y IF A GROUND FAULT IS INDICATED, EXTERIOR DC CONDUIT,RACEWAYS,ENCLOSURES,CABLE ASSEMBLIES,JUNCTION BOXES,AND DISCONNECTS.MARKING NORMALLY GROUNDED CONDUCTORS SHALL BE PLACED ON INTERIOR AND EXTERIOR DC CONDUIT, 1£ t MAY BE UNGROUNDED AND ENERGIZED RACEWAYS,ENCLOSURES ANO CABLEASSEMBUES EVERY10 EEi i9i9 FEET(3048 MM),1 FOOT OF TURNS OR BENDS AND WITHIN 1 LABEL FOR INVERTER FOOTABOVE AND BELOW PENETRATIONS OF ROOF/CEILING e a ASSEMBLIES,WALLS OR BARRIERS. MARKING PV CIRCUIT 45§y 4 CAUTION:SOLAR CIRCUIT DISCONNECT LABEL FOR AC DISCONNECT CAUTION MARKING IS REQUIRED ON ALL INTERIOR MID EXTERIOR PV MARKING CONTENT AND FORMAT a THIS PANEL HAS SOLAR&UTILITY CONDUIT,RACEWAYS,ENCLOSURES,CABLE ASSEMBLIES,AND MARKING CONTENT:CAUTION:SOLAR WARNINGI POWER. JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING CIRCUIT THEM.MARKING SHALL BE PLACED EVERY 10 FEET,AT TURNS MID INVERTER OUTPUT CONNECTION ALWAYS SHUT OFF BOTH BEFORE ABOVE AND/OR BELOW PENETRATIONS,AND AT ALL W COMBINER RED BACKGROUND a DO NOT RELOCATE THIS SERVICING. AND JUNCTION BOXES. -WHITE LETTERING OVERCURRENT DEVICE -MINIMUM 31W LETTER HEIGHT AT THE MAIN SERVICE PANEL: REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE ALL CAPITAL LETTERS «�E9 LABEL FOR MAN SERVICE ENVIRONMENT(DURABLE ADHESIVE MATERIALS MUST MEET THIS -ARIA-OR SIMIIAR FONT,NON BOLD REQUIREMENT) Tel+1 415 402 0502 Fax +1415 402 0703 Xn` 0 osQj nkosclar Gom I www.jinkosotar.com ° av_ �»z_ cmc..�a9amwm• .wm...wo,<..�a. ��° I.. T awYn mm I _ _ A yr 0 C,11Tpn Ol T Rr,<n 3 993 W 1699 390613,1[M .om6lar 3]mm,Xigl,l[animii5lon Wwlmn. 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LM This manual,SolarMount Planning and Assembly,governs installations aging the SolarMount and postponed; unlet 6aL DUNT SOIARMOUNT HD = Q SolarMount HD(Heavy Duty)systems. Beam Height in 2.5 3.0 0 [3.1.1 S0latM0unt8 rail Components Approximate Weight(por linear OJ Of 0.611 1.271 OO10 4� Tocol Cross Sectional Area 0,676 lasso 1 !Qd? Seclon Modulus(X-Axid 0.353 0.698 sat.iVV d3 O Z _ 1�0 _ O *4 Section MWulus(Y-fns) 0,113 0.221 + ez, Mimmod of lnepia(X-Aab) in 0.461 1.450 / :6✓`33� d Moment of lnen0(YAUS) ie' 0.0W4 0.267 C ReUueof Gmdm-(X-Axid n osea 1.170 $ Radius of Gyrator,(Y-Axis) in 11.251 O.W2 °^ \VV/ flNrt9.5alarMounumntluNmammpevnn. Wu= Qo ' 'Raik areexrvleC using home aluminum ani same TS,6105 75.606176 `Jig µ U ZXT� Q Rail-Suppoi¢ M.W tax Use trot pe—of todudes3/a"x'A"bolrwidindswasherformoodhirs G& Jig module.6105-TS dominate emuswn,eondided. 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I �a — - '_ - — ' Mt ialxN dadl A bly U V 1 Hurn W memo,m ,ear ZmB mu�wm�eB.wmm�z�k�mn�r eea G B-. F I H,m�P La.mMaa,Ylm.n ae,nry a Ya® W m xokncepinnmmmrelrlmgmlry aeNlu, "sten 1. ® Ij - I I rc ` � .aMer.ermw,.,le Awmrtr man 4 —ylaz room'IanYwxmraaMuel i I d _ yy Me 3 2 '6 I z 0, L \ 2 xryUlredioUS 3.wlmoenarhmBwanwlenm.re..prlop.. 4.wrxm..a.nea N,emBmOeuMen.amnannmermww. � I ¢ . .� fto, p LU NE14 ON: ... M: ..g ..� Si UCTUT exfi.MEERS MF=O p December 12, 2015 Mr.Wissem Taboubi NRG Solar 89F Washington Ave Natick,MA 01760 RE: Callahan Jr. Residence Solar Installation 24 Cherry Hill Avenue Salem MA 1970 Structural Assessment of Roof Framing MPP Project No: 15-3912 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 and rafters 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 Roof Front—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 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 R301.2(5)).Wood members were analyzed and designed in accordance with the NDS 2005. The roof area for the solar panels of this residence is framed in a gable configuration with conventional 2x roof rafters. The existing roof structure is in good condition and appears to have one layer of asphalt MPP Engineers,LLC 1 34 South Main Street, Suite D I Allentown,NJ 08501 609-489-5511 (office) I www.mppengineers.com 1 609489-5916(fax) Callahan Jr. Residence Solar Installation 24 Cherry Hill Avenue Salem MA 01970 shingles. The pertinent data is listed below: Roof Front(28 Panels Total): Rafters: 2"x 8" (#2 Spruce-Pine Fir Assumed) Spacing: 16" O.C. Roof Slope: 28 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 14.00 feet Ceiling Joists: Present Collar Ties: NOT Present Roof Sheathing: Wood Boards and plywood sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 40 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: 28.00 PSF(Existing—Unobstructed Warm Roof) 21.56 PSF(New—Slippery Surface on Cold Roof) Wind Speed: 100 MPH from Table R301.2 (4) of Massachusetts Residential Code Exposure B Analysis Results: General Considerations ➢ The proposed solar panels consist of solar panels which impose a total weight of approximately 2.5 to 3 pounds per square foot(PSF) on the roof surface.From a practical standpoint,the International Residential Code allows up to 2 roof coverings on a residential dwelling. Each layer of roofing imposes a net load of about 2.5 to 3.0 PSF on the roof. From this perspective, since the existing roof has only a single layer of shingles, a second layer is allowed to be added by the code without analysis.This 21 layer of shingles essentially weighs the same as the proposed solar panels. ➢ 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 23%compared with the snow loading directly on the existing shingled roof surface. This reduction equates to 6.44 PSF which essentially offsets the weight of the solar panels. Callahan Jr. Residence Solar Installation 24 Cherry Hill Avenue Salem MA 01970 Gravity Loading: Roof Front—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. 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 Krishna J Allam E.I.T. SN OF,,f'l ASHG c N Cl N0.4 X35 �SS�I:NAL rcNG\C� Ashutosh Patel,P.E. MA Prof. Eng. Lic.No.48235 Callahan Jr. , Michael - Jennife 7.280 kW (DC) PHOTOVOLTAIC SYSTEM 24 Cherry Hill Avenue, Salem, MA 01970 G � 4 Q F SCOPE OF WORK: (N)SE5000A-USOOONNR2(24OV) S INVERTER1Tl t28 JKM26OP-60B SOLAR PANELS QO INTEGRATED DC DISCONNECT OGF A(n�i0oa sOLAOR OILY 2 SE5000A-US000NNR2(240V) INVERTER € LOAD CENTER 240V �6 o NEMA-3R ROOF TOP AND WALL MOUNTED ELECTRICAL EQUIPMENT o PV DISCONNECT FOR OO UTILITY OPERATION © REQUIRED PER CODE,AHI&FIRE DEPARTMENT L m CONNECT TO 200A/ 200A MAIN SERVICE PANEL 2 ® TOTAL SYSTEM SIZE 7.280 kW DC H I m SHEET INDEX: m EXISTING SERVICE POINT E1 — SITE PLAN E6 — DETAILS, &UTILITY METERING E2 — NOTES E7 — SINGLE LINES EXISTING 200A BUS EXISTING 200A TOP FED E3 — PROPERTY PLAN E8 — ELECT. NOTES 3 MAIN BREAKER SERVIC Fr E4 — ELEVATIONS E9 — SIGNAGE POINT O�� 9 E5 — ROOF PLAN E10+ — CUT SHEETS Of VICINITY MAP OSjQr V IN a C�IjCO 4� 5��� � �ii iL,JelI101.e 3 W 6 28-JKM260P-60B N a$• ,x ' "'1T' d SOLAR PANELS S E PLAN NOTE: LL SCALES SET TO 1 17 SHEET SIZE SERVICE INFO INVERTER SPECS MODULE SPECS AMBIENT TEMPERATURE SPECS UTILITY COMPANY: MSP VOLTAGE: INVERTER:SE5000A-US000NNR2 MODULE TYPE: QTY: WATTAGE: FRAMECOLOR: AMBIENTTEMP RECORDLOW CONDUITHEIGHT ROOFTOPADDER ROOFTOPTEMP CONDUL70RTEMP RATE ]+s NGR1D 240V QTY:2 ]KM26OP-60B 28 26OW BLACK 32-C -170 C S'-3.5" 220 C 54 OC 900 C MSP LOC: SERV.TYPE: MSP GROUND: VOLTAGE: WATTAGE: CECEFF: VDC:38.1V 190.98A Imp:8.37A VpnIEX:31.1V TEMP CORRECTION: ,76 NORTH-WEST OVERHEAD E UFER 24CV 5000W 98% velniasstelau» WIRE OCP FOR WIRES CONNECTED TO BREAKERS OPTIM ZERSPECS UMo RULE MAX VOLTAGE TO BE GREATER THAN THE SIZE OF THE BREAKER. OPTIMIZER:13300 (VOLTAGE x 690.]-MAX VOLTAGE) NDS eMQTY:28 MAX STRING FAIR00 R eM CELL:60WATTAGE: VOLTS ] VMOnL]XS - - 40 OPA MAX:I5A 525OW 500 x 1.10 = 59D.D0 ray ^, Cr EQUIPMENT TERMINALS ARE RATED AT 75C. STRING AMPERAGE NOT TO EXCEED C < THE 75'C RATING OF THE WIRE THAT IS ATTACHED TO THE TERMINALS. f"; (E)200A TOP Fm 60A 60A 1 CENTER O Lr Umm SIRWE MAIN SERVICE PANEL NUN AC DISCONNECT UTRI7Y LOAD CNEPAENTFR •/&DA EDSES AC DISCONNECT 240V NEMA-3R 2/0Y NEMA-R Ll a 4 4 SESOWA-US'NgNNR2(740yy�� INIERGTAIED DC DWRIREC7 2WA7� MC FAULT PROTECTED PASS THROUGH 1 String 600V NEVA-4X Of 14. ,NF TRV IOAD6 30A T mo movZm I I Nm tF�Ae RSi I I ecc 1 I II � t QQsQ I 1 c ry (py yy� =s d TERNTERN�TURfAOV�EC7 MC FAULT PROTECTED PASS TIRGIGH 1 String ^m EDDarz 60OV NLUA-4x Of 14. IRV 30A O 0 a (O GROUND ROD o I 8 € WIRE CONDUIT WIRE WIRE WIRETYPE TEMP WIRE TEMP CONDUIT WIRE TERMINAL STRING / OPERATING x NEC:_ MAX MAX.SYSTEM GRND GRND WIRE TAG# CITY GAUGE: RATING: AMP DE-RATE: FILL: OCP: 75°CRATING: WATTAGE VOLTAGE AMPS AMPS VOLTAGE S12E TYPE - S O OPEN AIRT#0160 WLMRE 90-C Q x ON x 1 = 30.40A 35A 3640 / 350 = 10.40 x 1.56 = 16.22A 500 #6 SEC1'EMT iHWNQ 90'C 40 x 0.76 x 1 30.40A 35A 3610 / 350 = 10.40 x 1.56 = 1fi.71A 500 1N TFMlN11'EMT THW&2 90'C 55 x 0.76 x I = 41.60A 50A I = 21 x 1.25 = 26.25A 240 #6WI42 C7'EMT THWN-2 901C 75 x 0.76 x I = 57.00A 65A I = 42 z 1.25 = 52.50A 240 q8 TIIWK2E'G7 ELECTRICAL NOTES: � rz 1) All modules will be grounded in accordance with code and the manufacturer's installation instructions. 2) All pv equipment shall be listed by a recognized tested lab. 3) Notify serving utility before activation of pv system. .¢ 4) When a backfed breaker is the method of utility interconnection,breaker shall not read line and load. C Q 5) When a badAed breaker is the method of utility interconnection,the breaker shall be installed at the Q opposite end of the bus bar of the Main Breaker. Lr 6) Work clearances around electrical equipment will be maintained per NEC 110.26(a)(1), 110.26(a)(2)& 110.26(a)(3) 7) All exterior conduits,fittings and boxes shall be rain-tight and approved for use in wet locations per NEC 314.15. c 8) All metallic raceways and equipment shall be bonded flff `m and electrically continuous. 9) All pv equipment,systems and all associated wiring and a'S interconnections shall be installed by Qualified Persons. 10) The photovoltaic system conductors shall be identified g �E and grouped.The means of identification shall be permitted c <y by separated color coding,marking tape,tagging or other r approved means. NEC 690.4(b) 11)Adequate spacing must be maintained between any m plumbing sewer vents extending through the roof and the w underside of the photovoltaic panels(6"minimum z recommended). a 12)Pv equipment,systems and all associated wiring and interconnections shall only be installed by qualified persons (nec 690.4 e). 13)Photovoltaic system conductors shall be identified and grouped.the means of identification shall be permitted separate color coding,marking tape,tagging or other t r approved means.(nec 690.4b) d 14)Externally operated knife blade type ac disconnect switch 11 3 which is lockable in the open position and"on"and"off'visible _ designations which is directly accessible to riverside utility department employees at all times 50amp,250vac utility a a lockable(ac j disconnect(nem 6.3 and nec 690.17)(nema 3r) - ti 15)Photovoltaic meter socket will be provided within 10'to a " 72'(center to center of meters)from the existing service 5 meter and that It will be Installed between 48"to 75"above the floor or grade level. C p CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED PHOTOVOLTAIC DISCONNECT LABEL FOR MAIN SERVICE FOR UTILITY OPERATIONS LABEL FOR AC DISCONNECT �y o PHOTOVOLTAIC ARRAY CAUTION 3 DC DISCONNECT P T OPERATING CURRENT: 10.40 A WARNING! OWER O THIS BUILDING G IS ALSO OPERATING VOLTAGE: 350 V THIS SERVICE ALSO SERVED SUPPLIED FROM THE FOLLOWING SU 0 r . MAX.SYSTEM VOLTAGE: 500 V BY A PHOTOVOLTAIC SYSTEM C SHORT-CIRCUIT CURRENT: 10 A LABEL FOR MAIN SERVICE PANEL SOURCES WITH DISCONNECTS �' E LABEL FOR DC DISCONNECT&INVERTER LOCATED AS SHOWN: N PHOTOVOLTAIC POWER SOURCE WARNING! O (T ELECTRIC SHOCK HAZARD. OPERATING AC VOLTAGE: 240 V DO NOT TOUCH TERMINALS. MAXIMUM OPERATING AC OUTPUT TERMINALS ON BOTH THE LINE AND CURRENT: 52.50 AMPS LOAD SIDES MAY BE ENERGIZED (N)INVERTER RpOmuc IN THE OPEN POSITION. LOAD CENTER LABEL FOR MAIN SERVICE PANEL COVER �_ LABEL FOR COMBINER BOX PV DISCONNECT PHOTOVOLTAIC ARRAY FOR UTILITY au m AC DISCONNECT OPERATION AL3 �o OPERATING CURRENT: 52_50A CAUTION THIS PANEL HAS SOLAR&UTILITY sa OPERATING VOLTAGE: 240 V UTILITY POINTMETERING i POWER. UTILITY METERING ' f LABEL FOR AC DISCONNECT ALWAYS SHUT OFF B TH BEFORE FYaoYOf 'g c �y WARNING! SUB PANEL RA'y(d GdN a ELECTRIC SHOCK HAZARD. (MID)AT THE MAIN SERVICE PANEL: e�De m m DO NOT TOUCH TERMINALS. (N)SOLAR ARRAY � U TERMINALS ON BOTH THE LINE AND SOLAR PRODUCTION METER w LOAD SIDES MAY BE ENERGIZED o' IN THE OPEN POSITION. (MID)AT PRODUCTION METER a LABEL FOR AC DISCONNECT WARNING! WARNING:PHOTOVOLTAIC POWER SOURCE B y_y ELECTRIC SHOCK HAZARD. WARNING LABEL SHALL BE PLACED ON INTERIORAND �+ Z IF A GROUND FAULT IS INDICATED, EXTERIOR Dc CONDUIT,RACEWAYS,ENCLOSURES,CABLE ASSEMBLIES,JUNCTION BOXES,PND DISCONNECTS.MARKING NORMALLY GROUNDED CONDUCTORS SHALL BE PLACED ON INTERIOR AND EXTERIOR DC CONDUIT, € MAY BE UNGROUNDED AND ENERGIZED RACEWAYS,ENCLOSURES AND CABLEASSEMBUES EVERY IB 9 m FEET ISM MM),1 FOOT OF TURNS OR BENDS AND WITHIN 1 3 LABEL FOR INVERTER FOOTABOVE AND BELOW PENETRATIONS OF ROORCEIUNG gg ASSEMBLIES,WALLS OR BARRIERS. CAUTION:SOLAR CIRCUIT DISCONNECT MARKING PV CIRCUIT e93 LABEL FOR AC DISCONNECT CAUTION MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR W MARKING CONTENT MID FORMAT ? e THIS PANEL HAS SOLAR&UTILITY CONDUIT,RACEWAYS,ENCLOSURES,CABLE ASSEMBLIES,AND MARKING CONTENT:CAUTION:SOLAR ;gspT JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING CIRCUIT �• WARNINGI POWER. THEM.MARKING SHALL BE PLACED EVERY 10 FEET,AT TURNS ANO INVERTER OUTPUT CONNECTION ALWAYS SHUT OFF BOTH BEFORE ABOVE AND/OR BELOW PENETRATIONS,AND AT ALL W COMBINER -RED BACKGROUND a DO NOT RELOCATE THIS SERVICING. AND JUNCTION BOXES. -WHITE LETTERING OVERCURRENT DEVICE -MINIMUM 3/8'LETTER HEIGHT _ AT THE MAIN SERVICE PANEL: REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE ALL CAPITAL LETT ERS W�E9 LABEL FOR MAIN SERVICE ENVIRONMENT(DURABLE ADHESIVE MATERIALS MUST MEET THIS -ARIM-ORSIMILAR FONT,NON BOLD REQUIREMENT) Tel:-1 415 402 0502 1 Fax:+1 415 402 0703 • Sofaa s n J�nt�Os us(a]linkosolar.com I www.jinkosolar.com ° 0 9 c R •b3 0 _@f u.mnvawwrne,ar4 ,wVnr.Ampna 6 _ I I fa+rfa*at axtvaWu. 111 CIS Q r b r.r.�..�..1 _ ® �w u -�±- *rce PnN n sss ucm Is 1p[m 'ns 1650 W,.0 1.1 ;HI3fi 1.5]—N F v 3l xi Iw m C PC 1 9 mP <n 41 C� rt +•w a KEY FEATURES Packaging CorlOguretlons Gia a umu%_ -`] �P�o ro N., San np en IPe Mm �� �o nP�:rb pnmP.I<1'rap v'r acnnln n<rA w wqn �T.y7.wv,La.aur9oopwn-' ^ - m �o+ ® High Efficiency N�sn motle<<on.<mon en nenw roe to I savzumo�en mnov0uva a�g � ne waenn0leemogev. • aS1�" "�' xis sx:--2 a ° ..� �'° ,r%"`-. $ �m —± -fe. my xMxew cm . m *rP• .. � nJ NN Olow light Performance: stt Hatt'! itt NIXT s,c vOLi s)C NccT _srt rvocr A L evOncxe vassnr r'e sl tints ler ur n6a ow lar eree ecl vrW Vry - wp It ZmWp WWp perlarmarscrN mvSOhl envlonmenli. V011age lVmP)w.e. )0 .,v "ev 945V 6W- Y+N. .1 ]1.N .14 F um Powxr Curren)llmpl W U OP<n ertwl Valtage(Val, I N _ ]l. � ]rl _ N _ 3AM .1 %1V ISN Q Severe WeaMer Reslience Shonr c � y, asx - _ ev _ — 1 . Tl 6 slatl lv winslantl max mum pvsli va lovtl'np v1540JPo ane naval ve W <e_11CI ) aBr%� T% P 15 f8Y 1S&v, IWEIn0o1140]1e. Oyera6n91emperalurtfCl S r95'C m Maxirmrm rys_lem adla9e ` u 'v r w u w. vu e r Marimum ls¢rning 5.a Pgw�rd � .. y • c •� P.]1 ^ ' nmpa,a.maw.xeientlaPma. a.1zc �_ __ .. _ LINEAR PERFORMANCE WARRANTY 101..'PreCuclwpnonly-111.m L n.m Power Wwrenry ! cera Nk W l cro,V ryamirW 9 II pnelure INOCiI ` .. _ _ �-' .. _ r 4i2 g C �L US LISTED ' aSTC foaaie<e]oeaw/m= ;NIcen TemperaNre zs•c N ��am=ts d ® NOCT: 3 FbradiI—eaow/m= [rambi 1Temp< 1a z0•C Q.,,)AM=T.5 'q winespeedtm/s ? •www_rwr<n11ae<rt<., 3 9A € r r] ]s CPUiION:RECO aAEETY PNO INSTALLATION INSTRUCTIONS aEFORG USING TIE PRODUCT. O JinAo 901ar Co..L10. 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EroFa .,rx,m:�:n,mExPMm.arb "-�� m � ¢o �V S� Y m �GeenFasten GFl Pralucl LUEe I IIIY I t tliom �GeenFas GFI-prMu6Gultle 'uplaEetlP otlucl New,B111of Materbl5 2$� •RelprwMcalaau9mmlMen 4Mirg Mg dNrb'n9bNrcls nupry rM1rylewnn G L N oil ± r IF N Materials HeeEetlbr AasembN U V 1.MMe ,nny W.mwrn.dn.v wai:,x.axe 2 xe MmW.neavirv'nuenarwarM VMewiwm W M.® mgpn:uevalmwemvinmgeauvz,owryrr e�9+�IvaiW'✓'9dAavM1 anumzGu msrepi ® e¢nptim�WmvVikn fbunnry O P'I.p. rbm4mus/Me MXndroe¢aMx• n.dnmvm:m F a L16N vla I LL' 4 oa s�Mxsn•IwnneMw.anwki �' t: I 'Fx a.ss wa.Mr I 9 3 Q0 j PeOui[rnT 11 m 3.aNWMxMn:�x,rtln.darw,w,.p<iw.. 4.roausnmkneelembxensepmw.mu.aiibmaaMwn. � I Ji U m a...mrege uerwurug, .J� H � a I f s E14 ��M fLw+161AUKIDEfKA34W APPqovEo BY We AUPZ=B PRIOR TD A.PEBMIT BIEI Q GRANTED CITY OF SALEM or 2 0 ` Ward ft MYMoiic OIWh Yo No °f Id'I C h pr P"Locsiod In ft CarAwwdon AMC YM No BUILDING PERMIT APPLICATION FOR: Permit to: (Circle whictmer apply) Reroof lratA Sid wruw Shed, Pool, odReplace;Other: PLEASE FILL OUT L!amL.Y i COMPLETELY To AVOID DELAYS IN PROCESSM TO THE INSPECTOR OF BUILDINGS: '. The undersigned hereby applies for a permit to build accordwip.to the kNowing speoiNl 9ftu: �. Owner's Name _,W A tI P L1 CAN o `1\1 Address A Phone ArchftWs Name S 9 wve Address 6 Phone wtD 1 r Mechanics Name a� Address A Phone i l 3 wow is sr Pu""at b~ 4rt A, Lon 11 - W a NOW--L)Q 05 \` , h 41 N a dwtlrq,for how arrrtr hman4 Wabmavw"..rtokw? XPS MXfts? Eanam oat T , G�C"UO • Waft • Ltc. 1 som UNDER THE PENALTY' DESCRIPI OF WORK TO BE DONE OF PERJURY t?o11J__r Sec-" ri^ PC)om crh � MAIL PERMIT '1 APPLICATION FOR PEMW TO LOCATION PERMIT GRANTED AP P VFD ., INSPECTOR OF BUILDINGS r , l BY V DATdLZq e SUBJECT' V-0�ZAZGC Q5'� SHEET NO_OF 1 CHKD BY DATE _ JOB NO. !i s I , :';C2f�hdi <3 r'' t3 t . . fi. GO x Sxt? etr (91 03, 1 5� ln �lM 1 � A � b a f..a/ )v,�/ �.�� M r`"�C 5 !-- 1i5 i,1"� i \ •r-: �,`X �/�`rl C. Q tNC< vPi'G lr� Occo jr i :-. A �, ,...; �1 r �jP ( P .1, ll1 14r 6 ,fa _ a l0' LEGEND: REFERENCES: Street Line ' Registry of Deeds. Property Line Deed Book I S 40� Page LZA —�`-_-^ Retaining Wall Plan ?/i l 41 �T,., :x 111 "11111 Building Line —• —• Assessors Plate i`� Parcel Fence Line r Certified as to observable physical features D. J. LYNCH, engineers only. Land or building use not addressed. Fences, walla, and hedges are not �,NNUttt1111// P.O. Box 1303 necessarily y property lines. ' i pia^td a nmade ot be m to strum ina f MA$S ' I Marblehead, Ma 01 945 survey c �' ? ova m _ SCALE. IDo- exact property lines, nor is it suitdbie for 2 1 filing In the Registry of Deeds. = O : ._ 11 - _ 2 : DATE: q, /l- e1Q.. z : r.xt',ea Q: co I hereby certify that the structures shown ,r$ O is(ars) located as Indicated and . J '{fl 'r✓ N`' .GPO � c'nfo9 _r.a to the azoning Seect 7 C� °40A In Ma. �4i� q OS �Q�� - �P The property shown `age in a Flood _ Hazard Area as de.finrrdd Sby Ht U i Community No. �.�P ������.�� � SENDER: • • ON r ■ Complete Items 1,2,and-3.Also complete A. S' nature hem 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. R Iv by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. t. Article Addressed[o: D. Is delivery address different from hem 17 ❑Yes \� If YES,enter delivery address below: 0 N 3. Service Type Cl Certified Mail O Express Mail ❑Registered O Return Receipt for Merchandise ❑Insured.Mall ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (transfer from service labeo PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1 540 UNITED STATES PO�STAL.$ERYIGE �•88ILLS5ET2E t,LX-r Y 'M1 ,i o `"ti �r geliFeps aiQ 4A; .:PglrrPfY'NO:.T2,-j'D,,,,, • Sender: Please print your name, address,and ZIIP*4-h tCiis box ' ' �x� rnY444„rn4r44r„Ont„4..n„r4I444r.r„n,r,r„r,r�4„r4n CITY OF SALEM-BOARD OF ASSESSORS WORK&VALUATION SHEET - PROPERTY I.D. DEED& MISC. PROPERTY -OWNER AS OF JAN 1 -PRIOR OWNER LAND DATA TYPE: AREA .PNO. 114 BOOK .6694 B P.ADD' 0024 ENU 015 SIZE CODEr S 022 1_264 14805.00 27 1 0095 PAGE 395 6 D GEROL, 0 WA - 616 B@E 0.0]4805 O2] 26s P F. 0U+ YEAR 1980 0 NA BIT FPONTAGE, 49_00 Oxa 2. 27 ,DE 00x LIT -130 01 6 5 R D H0 LOw U 12 616 LAND NINO J ox x61 x1 '.HD 122 GO 6T.NO. 1200 01 ADD. A EM M 019 ZONE 'Rl 026 268 27 >'PC, 4/2 004 O.U. o" DAT E O.p MULT-IONE 0 11 021 269 2-. COST DAT OTHER APPRAISAL DATA CALL.LAND VAL 67511 T, _029 ATTIC: BUILT-INS: PORCHES (Cont.): STRUCTURE: BEDROOM DATA: PROPERTY DATA: %LOC=. 21 F' 030 NO.RMB. 080 HOOD FAN 120 2406E 160 GNDI 2p0 BOR.65MT. 215 WATER DIST. 221 %ANY.40J.' xl IAGE �..' 031 %FIN. 081 COMPACTOR Izt AREA +fit PH G2 301 SDR.IM FL 216 LAND COUI6 22S LUMP SUM 55 GP. j '� 032 LS. - 0e2 VPC SVS, 122 OUAMTY 162 BSMT.ENT. 202 S.A.2nER 211 COST IND.UBE 229 NET 4N0 30320 PE / INOICATaR 082 INTERCOM 120 3-CODE 16] PL WALL FOR.10 P. %THIS USE 20l z1B 230 SUMMARY LS: COST: PR.--H-13V:: BASEMENT: SEC.SYS. 123 AREA tBa DRYWALL 203 TOT.BD0. 2fy OTHER WO. .221 BABE VALVE 25 AOR. 085 Art.REMOD. 125 QUALITY 165 PAN.VEN. las TOPOGRAPHY: APPRAISERS COMMENTS: ATTIC )ICATOP( ]fi AREA 066 OTHER 121 "ODE 166 UNF.WALL 206 NO SEWER 221 BASEMENT BSOLESCENCE: Ls. LB. ARFa VAC ANT�TOPO 0B1 +z11 161 11ga FL 201 ROwuc 1 2z2 INSUFF FRONTAGE DORMERS p41 11401CATOR Oee INDICATOR 128 QUALITY too TITLE 208 STEEP 22] FIREPLACES ON. Oa2 FIREPLACES. PLUMBING: .CODE ue FL' t69 2p9 FLO.PI 3x4 z]5 ROOF MATT RIMARY STRUCTURE: HOUSE OP 090 <FI% 12p AREA 170 UNE FL 210 OCEANVIEW 225 236 FUEL WST. Oa5 BSMT OP 091 ]FIX 311 OUAUTY pt PINE FL 211 OCEANFRONT 226 231 GARAGES Y 046 CHIMNEYS 092 2FIX 1221 LS. 113 //n/ HEAT-AIC EA 047 WOOD STOVE 092 EX.W.L. 1321 INDICATOR 110 I/\ ' ^ 1.1 ^ ^ BUILT-INS +NST II O48 L.S. 094 EX.SINN 131 MISC.IMPROVEMENTS: y� 1• ZI/ 6.(rJ PLUMBING INST 111 049 INDICATOR 095 ROUGHJN 13511400E 115 PORCHES DDITIONS: ROOF: MODERN BATH 1361 UNITS 116 I ' _ � PCN TOTAL TIGER 052 Man' 096 LS. IPI RATE 111 Y S DEPRECIATION 111 _ ... .-1 INST.2 063 MATLz 097 INDICATOR 1281 GRADE 178 4� / FUN OBS. ECON.OBS. Y'2 054 TYPE 098 GARAGES: •.DEPR. 119 I/-/ PCLNO.TOTAL 055 LB' 09911"GOOF 14p 2400E 180 Y MISC.IMP.TOTAL INsr.a ash FUEL: AREA 1411 uxrts IBI RLlN06IMPROV. Y.] 057 TYPE-1 101 PATE RATE 162 //'` 1 LAND VAL. -3 058 TYPE-2 162 GRADE "2i GRADE 1B3 ` I / MISC.COST 303d0 INST 4 059 LS. - - 103 %DEPR. 2 IDEAN. 18,1 \\/lY NET IMPR. v.a 060 HEATING-A/C: 2.DQDE 1441]4ODE 185 LCF-. -v 061 NEAT CODE 6 \ 105 AREA 1l5 UNITS 1S. SDA/ MARKET LAND 1 .O3D INST.S 062 CEN.AJC 1pfi RATE RATE 30400 +B1 MPRNET IMPR Y 5 063 SOIAP COOE Ip1 GRADE 146 GRADE 188 TOTAL COST VALUE '.5 it. SOLAR O rE ice %DEPR. 1 :DEPR. 189 PREY,LAND 065 LS. 169 3CODE 1a 14400E 19p PREY.IMPROV. 30400 AAO 067 INDICATOR 110 AREA 1391 UNITS 191 DATE SALE /01/80 'ORMERS: ANNUAL DATA: PATE RATE 192 SALE PRICE 3300 i FRT. -010 VALUE CHNG. O 1 GRADE 1511 F'PAGE i9] NO S K"T C H DATA SALE TYPE F.T. 011 .81.,FILED O 112 %DEPR. 152 DEPR' 194 BUILDING DIMENSIONS: c. _ _ COST VAL 30400 ` I.SIDE 012 HRNG.HELD O 11] LB' IS] LS' 195 MRA VAI 2 SIDE 013 ADGR.CHNG, A INDICATOR 15aIINOICATOP 196 CORA. I. I'REAP m% DATA STATUS: PORCHES: MISC FINAL VALUE REAP 30400 015 ' 116 4-LOOE 156 LUMP SUM 198 DATE 016 B 17 AREA u1 M. 11/25/96 CODE 11CATOR 011 C ,A oDAUTY IS NEW OWNER: UILDING PERMIT DATA: 1 2 3 OWNER .TE 241 249 251 NAME IMBER 242 250 25B b _ CL.1 243 251 -,Be ADD. IRPOSE 2aa xsa 260 PROPERTY DESCRIPTION: COMPLETE 2a5 25J 261 i P.DATE x46 254 262 MARKS 247 255 263 .. . R 5< ,. CERTIFI A E OF OCCUPANCY c(o ITA Issued. � 99 CITY OF SALEM Permit N: S -q SALEM, MASSACHUSETTS 01970 City of Salem Building Dept. _ DATE 1 E._F�f21.J"d R•Y 0., _-i - 'l 1 )`irl APPLICANT MCI HI_(-0 CONI\`EL.1._Y I' 1\I I,._i�( , _ PERM IT NO. ADDRESS l 1 ! FI'• NLi1_ .1 k- -TWO) (STREET) (CONTR'S LICENSE) CITY 1)1AFR9L.6=HF.nD i'+I- 1 C)y.;- : . ... _" STATE�IP CODE-0 . . TEL NO. / _:" L._.i::'.'i`1.....^i':J I/I,:,! PERMIT TO yi'..W Li l.)1.i.._1J 11'!.111 ( ) STORY 01N. - FfA116D._Y NUMBEROF (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) DWELLING UNITS AT(LOCATION) Ili QI' Lh I.; -E'.RRY F11 Ll.., (':)v1iiN(-JE AND ZONING INO.I (STREET) DISTRICT ` BETWEEN I+ GHI_..HND RVENI.Jf.= VflLI_.E'l, 'S I- RE.E' (CROSS STREET) (CROSS STREET) SUBDIVISION i,i ' I�h LOT Ic•(I';1-BLOCK LOT nf SIZE BUILDING IS TO BE FT.WIDE BV FT.LONG BV FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE)REMARKS .1 (TYPE) RUM NI:::.w Shit:-L_L- f-Y-ifi1l:l._Y I)w _L..L...I I".E AREA OR @ VOLUME ESTIMATED COST . k I7QIVI PERMIT @ 11. .y =;, 01"I (CUBIC/SQUARE FEETI FEE $ OWNER GEROLAM0 WAL..VER S ADDRESS �O EREE:DOM HOLLOW I_f Lhj _, BUILDING DEPT. BY T `� Adjusters' Collaborative, Inc. P.O. Box 297. Wakefield, MA 01880 HP3041998 781-245-5882 • FAX 781-245-6099 E-MAIL: rgonnam33@comcast.net February 8, 2017 Building Department/ Inspectional Services City of Salem 120 Washington Street—31 Floor Salem, MA 01970 NOTIFICATION UNDER M.G.L. c. 139, Sec 3B RE : Merrimack Mutual Fire Insurance Company Insured : Michael E. Callahan Jr. & Jennifer A. Callahan Policy No. : HP3041998 Date of Loss : 2/4/17 Type of Loss : Soot damage Dear Sir or Madam : Adjusters' Collaborative, Inc. is the independent adjuster retained by Merrimack Mutual Fire Insurance Company to investigate and adjust the captioned claim for damage to a building or other structure at the property at 24 Cherry Hill Avenue, Salem, MA. Pursuant to M.G.L. c. 139, Sec 3B, Merrimack Mutual hereby notifies you that payment of$1,000.00 or more may be made in connection with the captioned claim. If the City of Salem intends to initiate proceedings under M.G.L. c. Sec 3A; c. 143, Sec 9, or c. 111, Sec 127B, please forward the notice required under M.G.L. c. 129, Sec 3B, to my attention within the time provided under that statute. Thank you for your attention. Yours very truly, ADJUSTERS' COLLABORATIVE, INC. Robert C. Gon Adjuster Copy to : Merrimack Mutual Fire Ins. Co. 10.05:2000055 WED 12:39 FAX 978532 0585 AG EDD�WARDDSnS ��jj((}� y� 0003 aL ma- Prnfo=lnnal land Sumynra&,Civil Fnginaar5 ESSEX SURVEY SERVICE 1958- 1985 OSOORN'PALMER 1911 - 1970 . BRADFORD &WEED 1885 • 1972 PIAT PLAN OF LAMB LOGAW IN >L(;�-Ilt MASS. / i 70 '03 . I _rte _ ~�`~MaSC CLLL SSC Az WTZ4% m X36 i \ � M t 4' IW L rl f Y, R. i 10,05/2005 WED 12:58 FAX 978 592 0985 AG EDWARDS 002 Professional Land Surveyors 8t Civi? Engineers ESSEX SURVEY SERVICE 1958 - 1986 OSBORN PALMER 1911 1970 BRADFORD 8 1VEED 1885 - 1972 PL0T PLAN OF LAND LOCATED IN �O`i Liz 1 11 �753L ri'7 eta=9C � 53 i< F� 10 � uu n{ N°1p s Nr 9e1tr ua . A � ^zf tt0 the, S/1Lu" w ZIXdE 19,pQ C91Lf0Y1119 iive �il�6,ppp �s Professional Land Surveyors & Civil Engineers ESSEX SURVEY SERVICE 1958 - 1986 / OSBORN PALMER 1911 - 1970 Z BRADFORD & WEED 1885 - 1972 /r r1�Q PLOT PLAN OF LAND LOCATED IN MASS. r x, ti P � �i kLLitiG �( �� /� �/u ✓� I hereby certify to the Canty Building Inspector that I have examined the premises and the buildings are located on the SCALE: ,S� ' ground as shown, and buildings shown conformed to the dimensional DATE: 9�1-119 zoning laws of _ P;' , MA when const ed. REFERENCE: BKS PG �SN ✓A This Plan has been prepared for Building cR e permitting purposes only for the above party, R. and is not to be used for boundary measurements, land conveyancying or mortgage loan inspections or plot plans. CI s 'p �b;E PLS 31317 'lc�ah':7 SURA "°9ypWwve� 104 LOWELL STREET PEABODY, MASS. 01960 (978) 531-8121 FAX: (978) 531-5920 Professional Land Surveyors&Civil Engineers ESSEX SURVEY SERVICE 1958- 1986 OSBORN PALMER 1911 - 1970 BRADFORD&WEED 1885- 1972 October 3, 2005 Mrs. Kelly Connelly 24 Chevy Hill Ave. Salem, MA. 01970 RE: F11466 24 CHERRY HILL AVE. SALEM, MA, INVOICE Proposed Plot Plan: $150.00 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE: 978-531-8121 FAX: 978-531-5920 a tern and Survey Associates , Inc . �1 . 1 7 � , •, e bb u 1 b � r s r • •• x S� YO �• r^�.r»b.:il Q, • ' 1 a�'ya,+* y. Y • , Jif "���. ?��� 1�"��2..G �°�fM"�t ,r•�'�a� h« �0 + Rr r r n r 51 rt' }a '?� 4r31� a ziA i L �. ,✓ i � � c n it - �'Lam+ a a'S.� t 11 Y•. v i d r ��.— .' �i"e .� � SWvq�•�r'�lrt*a". ';, t• � � �w����f�,k U''4(Yn��t�Sa 1��131 e •. ,% `�I �` �� �f ir w > t a r 1. �,,,'�� r r ,).iv rt.;' t � .w / ra r h ,< (GI3G'4•t ��b�vY�' (��.'luCal���l IIA ���*.:L✓1K'&l� r$, Dh L yr Yj ti R rct'� u �f 9.ary a I r P �x(�0r b�Gt�e. �� '�. ' FEY 4 +�•� • � b 'tl r.. u w „f z k.�' ` ��,� ��ro: r yy� �. r• ��x'yIh°'r?{ltu�w(�U�, �It T� I(I�V' �' ""'" i�v � $ [ t wokea.'i.E I1 IC�XI �.�ikiyy � .1 . a tern Land Survey Associates , Inc . • ull 1 F 11 i i 1� B PO 9 s� x � n SVS r r Yr��;t t� r ..L+ ✓�'' s �`.� ryrl r tl'Y C'^+ �' a - rt�a MP +f k} a f kyr *4•r A� r.{x"$l rn .� �, � 'kY`' Ya }a' d�p")p<1Py ^i ,� r ra31e i e.�.. M w 3L. ^'a +, � >. K _ 1 k Y`t eArj a,pnpp t r 'x la Il •3:n N 4 1�� rw*,,..yi F•H•{il gsq`Xt,�utrpte f3"�a e '4� ��4�{q'r�ch'�H�r�' p l h^ }$ w.f �!p f< pr11i1r q,r 1 C§II'rs, rt ttA hkla�d�'i'4Y`Yw Jti✓�'�i �•' 4 6``�Jd"'+'fgY n"�'ky aeN ����ii;YY° � 7 iitl •,pe. 7TR� !�lSt (�v1'.`k{� 'f t �� � ra=' d� z ju. rSG t�"'tati�•+4R?ti�t Lf t �.}�4. tt�i�-� S'��£".4� ' t�.�" �� �A,w°f'.nn a� ,1 c t J � �� yr f 2x �� kt`43e rv.41 tis V�,a. Yn x♦ ..u'1.W"��� t 'r p �{r5;��kbk d' r.a t '= ^ry n'o ilsri r.l+ �^Jx � 'h �^* � f "i 'i r 3'.rift' "ca�c�;•��"y"S�s �'�a�rr�rT x`4»"vf'� w� ',yam r'.. �=t� �""�� ,� � ca ig-" ,n .:iH Ya r r y� ,y ny ypXS & p�}`Nws '� .Fr�'A f�•�`A "Y'�-x �^ t / � r r '.r S 5._ r P k Aft •F��y,. i Slt iuY.i tr I di i A v 4 ,J4 ''. . _ ..f aK '.. y ry lii• t��'1':'. JL.Iv L.�o t, 1 V .L >) T£;�l 1, 1f6, Wti r.fl i iCr• ., F' 4 CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,3"°FLOOR LB TEL. (978) 745-9595 FAX (978) 740-9846 IQMBERLEY DRISCOLL MAYOR THOMAS ST.PIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COT\4-, 1SSIONFR November 04,2008 R.E :24 Cherry Hill Ave Matthew Connelly 24 Cherry Hill Ave Salem Ma.01970 Mr. Connelly This Department has received a complaint regarding the shed in your front yard, Commercial equipment being parked on the property and some dumping of material behind your property. Per Mass State Building code 780 C.M.R section 115 an Inspection is required. You are directed to contact this office upon receipt of this letter to arrange for an Inspection within 7 days. Failure to arrange for an inspection will result in Municipal fines being issued. Tho s St.Pierre Building Commissioner/Director of Inspectional Services cc.Jason Silva,Councilor Ryan, Carey Duques