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22 RAYMOND RD - BUILDING INSPECTION (3) C.t< zco g l The Commonwealth ofMassachuset(� CpE�j(Op(pC StR fCE5 Board of Building Regulations and Stan CITY OF Massachusetts State Building Code,780 CMR�� �ttt SALEM a 5 ,1'tt�pr,Y ed Mar 2011 Building Permit Application To Construct,Repair,Renov `O A Si r'15e�lish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: Date A lied: Lo i iBuilding Official(Print Name) Signature Date f� SECTION 1:SITE INFORMATION 1.1 r(�operty Address: p p f 1.2 Assessors Map&Parcel Numbers of �(Ir r WUI1Ld I�(2 SQ,l I-n �4,A A L la Is this an`hccepted 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: M IN NIEL SHAW)Ni ED&F S4 Lrr, fi- O f q70 Name(Print) City,State,ZIP No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other Specify: 4�Ia a- _rdalL Brief Description of Proposed Work': So1sf aQ�a�1 M, q 11 en�uY Walla ;c _ nncxt-�. Su-dgnn, Srno at. 3.C7 kJV SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials) 1. Building $ 4 C 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ❑Standard City/Town Application Fee � )l l U ❑Total Project Costa(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ ZJ 4. Mechanical (HVAC) $ List: j 5. Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6. Total Project Cost: $ �l{f �j g ❑Paid in Full ❑Outstanding Balance Due: M At C-('-N vn(� Q)P c-t<. — Rio r>M& ��\\ ( lT" 'V t,3 t Tim -So LlyP, 1) SauT- 6 j Z r, r\Cut o/ 0cK4roQ Tl/ SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) � CSFh Itue-7�: b� .S f>A N MC- I_ License Number Exprrat�on Date Name of CSL Holder List CSL Type(see below) k�A �[ea gi' � `#�F 1_ No.and Street Type Description r' U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted 1&2 Family Dwellin City/Town,State,ZIP M Masonry C ; RC Roofing Covering WS Window and Siding _ SF Solid Fuel Burning Appliances a57 ig,6 n1(j I 1Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contrac rytH ) 7 ti aLP Registration 4" 07 nD Number Expiration Date HIC Company Name or HIC Registrant Name ro S GC No.and Street NJ Email address fin Nq Pt _ f- -A- bltgq( $'; _ City/Town,State,ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... 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 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: OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name belo , here b attest under the ams d penalties of perjury that all of the information contained in this applicati n is rue an accura T of my knowledge and understanding. Print Owner's or Authorized Age Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" f CITY OF SAL&Nl, 2UNSSACHUSETTS • BiTMNG DEPkRTNfl NT ` 130 W ASHINGTON STREET,310 FLOOR T EL (978) 745-9595 FAX(978) 740-9846 KIN tBERLEY DRISCOLL MAYOR T Ho"ST.PwAn DIRECTOR OF PUBLIC PROPERTY/BI:ILDING COW USSIONER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris, and the provisions of MGL c 40, S 54; Building Permit# is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c 111, S 150A. The debris wfill be transported by: f Htnido (name of hauler) The debris)will be disposed of in : Pci,h�t� 'uV6f�LS (name of facility) V�laQclatL Mtt- 0)1Y8 (address of facility) signature of permit applicant oil /J-3/ �2-06 date debri.�ffd� The Commonwealth of Massachusetts 17Wnt Form Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): United Solar Associates,LLC Address: #J-FL City/State/Zip:Malden, MA 02148 Phone #:855-786-1776 Are you an employer? Check the appropriate box: Type of project(required): 1.21 1 am a employer with 5 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. employees and have workers' y p �'• 9. ❑ Building addition [No workers' comp. insurance comp. insurance.' required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13. Other c f a Q� comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Travelers Policy#or Self-ins. Lic. #:7PJUB-5B50763-8-14 Expiration Date:07/23/2015 Job Site Address: c of City/State/Zip: CQ171 4ti ♦dtk 01q_70 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb certift under thirpaips an Penalties r' at the in ormation provided above is true and correct. Si ature: 2a 14 Date. o .i-E Phone#: X"�1 f J g 6 ITl Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: ' 4, CERTIFICATE OF LIABILITY INSURANCE DATE(MlNDD/YYYY) T - IFICATE 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 08 PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certHlcate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the arms and conditions of the policy,certain policies may require and endorsement A statement on this certificate does not confer rights to the certificate holder in Ilou of such endorsements. PRODUCER CONTACT NAME: LOPRIORE INS AGENCY INC PHONE FAX 426 MAIN STREET SUITE 2 (ANC,No,Ext): (A/C,No): E-MAIL STONEHAM,MA 02180 ADDRESS: 75MTK INSURER(S)AFFORDING COVERAGE NAICR INSURED INSURERA: TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA UNITED SOLAR ASSOCIATES LLC INSURERS: INSURERC: INSURERO: 114 BOYLSTON STREET INSURER E: MALDEN,MA 02148 - INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 'MISS 70 CERTIFY THAT THE POLICES 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 CONTRACTOR OTHER DOCUMEIdr WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 PAD)CLAIMS INSR ADD SUB POUC'/EFFDATE POLICYEXPDATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MMMMYYYY) (MMDDIYYYY) LIMITS GENERAL LIABILITY =ACH OCCURRENCE $ COMMERCIAL GENERA_LIABILITY DAMAGE TO RENTED $ CLAIMS MADE �OCCUR. REMISES(Ea ncrl.rrence) _ EU EXP(Any one person) $ ERSCNAL R ACV PLIIIRY $ 15 GEN'L AGGREGATE LIMIT APPLIES PER: ENEFAL AGGREGATE $ POLICY [::]PROJECT[—]LOG RODUCTS-COMP/OP AGG $ AUTOMOBILE UABILITY OCMBINED SINGLE $ ANY AUTO _IMIT(Ea accident) ALL OWNED AUTOS 30CILY INJURY $ SCHEDULE AUTOS ;Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS Ter accident) PROPERTY DAMAGE $ (Per accidant) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAO CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND X WCSTATUTCRY OTHER EMPLOYER'S LIABILITY YM JB-SB507638-14 07,12312014 07/23i2015 ILMITS ANY PROPERITOR/PARTNEWEXECUT VE Y❑ WA E.L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUCED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 liyes,desameunder E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS glow DESCRIPTION OF CPERATONS/LOCA-nONSNEHICLESTiESTRICTIONSISPECIAL ITEMS THS REPLACES ANYPRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION CITY OF SALEM-INSPECTIONAL SERVICES SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED 120 R'ASHINGTON STREET,3RD FLOOR BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENT VE SALEM.VIA 01970 ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988.2010 ACORD CORPORATION. Ali rights reserved. �1 CERTIFICATE OF LIABILITY INSURANCE 1 4/DATE23/2015 W) 15 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. Astatement on this certificate does not confer rights to the certificate holder in lieu of such endorsemends). PRODUCER UUNTA NAME'. ASSET ONE INSURANCE SERVICES PACNNe E 714 625-8209 (A/c,No):(114) 625-8290 575 Anton Blvd 3rd Fl AODREss aagopian@gmail.com Costa Mesa, CA 92626 INSURERS) AFFORDING COVERAGE NAICa OE66207 INSURER A ahatcheetes austlue Li... Imumencs Caupeey '. INSURED United Solar Associates, LLC INSURER B'. INSURER C. 300 Brickstone Square. , Suite 201 INSURER D. Andover, MA 01810 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. INse TYPE OF INSURANCE ADDL SUER LTR s POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYY11 LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 EMITTED— x COMMERCIAL GENERAL LIABILITY PREMISES(Ea ocwnenas) $ 50,000 CLAIMS-MADE CI OCCUR MED EXP(Any oneperson) $ 10 ,000 A G27527966 001 11/10/14 11/10/15 PERSONAL BADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG IS 1,000,0001 POLICY X PRO- LOC JECT IS AUTOMOBILE LIABILITY COMBINED SlNfflffTnMr— lEa accident $ ANVAUTO BODILY INJURY(Per person) IS ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ NON-OWNED PROPERTY DAMAGE IS HIRED AUTOS AUTOS (Per amdent) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE IS DED RETENTION $ $ WORKERS COMPENSATION I WC STATU- OTH- AND EMPLOYERS LIABILITY YIN X TORV LIMITS ER ANY PROPRIETORIPARTNERIEXELUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFF,CER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remai Schedule,if morespow is required) Certificate holder is named additional Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Salem THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn: inspectional Services ACCORDANCE WITH THE POLICY PROVISIONS. 120 Washington St. , 3rd Floor AUTHORIZED REPRESENTATIVE Salem, MA 01970 P: (978) 745-9595 F: (978) 740-9846 © 1988-2010 ACORD CORPORATION.All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD ;R S I next step Uving TM home energy solutions i I I April 16,2015 F City of Salem Inspectional Services 120 Washington Street,Third Floor Salem, MA 01970 RE:Shawn Edge Residence Solar Panel Installation 22 Raymond Road i Salem,MA 01970 Structural Assessment of Roof Framing { NSL Project No: SP170942 Dear Sirs, t Next Step Living, Inc.has performed a limited structural evaluation of the roof framing at the above I referenced site to determine if the roof has adequate capacity to support proposed solar PV panels.This analysis has been based on field measurements,framing information and configurations observed at the proposed site.The existing residence is located at 22 Raymond Road,Salem,MA 01970. [ Structural Data and Code Information Our analysis has been performed in accordance with the requirements of the MA Residential Building Code 780 CMR—Eighth Edition.The main roof of this residence is framed with conventional roof rafters with collar ties in a gable configuration.The existing roof structure is in good condition and currently has one layer of asphalt shingles as roof covering. The pertinent data is listed below: i Main Roof t Rafters:1%'x 5%"(q2 Spruce Pine Fir,Hem Fir,D Fir Assumed) Rafter Spacing:16"on center Roof Slope: 35 Degrees Horizontal Projected Length of Rafter:9.33 feet I Ceiling Joists:Present i Collar Ties: Present every rafter Roof Sheathing:Wood boards Roof Covering: Asphalt shingles Condition of Framing: Good Ground Snow load,Pg.:40 PSF from Table R301.2(5) Importance Factor,I: 1.0 Exposure Factor,Ce: 1.0(Partially Exposed) i i I Shawn Edge Residence Solar Panel Installation 22 Raymond Road Salem, MA 01970 Page 2 i i Thermal Factor Ct: 1.0 Existing condition(Warm Roof) 1.1 With panels(Cold Roof) Design Snow Loads: 24.5 PSF(Existing—Unobstructed Warm Roof) I 17.96 PST(New Condition—Slippery Surface on Cold Roof) Basic Wind Speed: 100 MPH from Table R301.2(4) Importance Factor: 1.0 Exposure: C Analysis Results F ) General The proposed solar panels impose a total weight of approximately 3 pounds per square foot(PSF)on the roof surface.The International Residential Building Code allows up to two(2)roof coverings on a residential dwelling. Each roofing layer of asphalt shingles imposes a dead load of 2.5 to 3.0(PSF)on the roof. Because the existing roof has only one layer of shingles,the code allows a second layer to be added without analysis.The weight of the second layer of shingles is approximately the same as the solar panels which will be installed instead of the second layer of shingles. Solar panels are considered a slippery surface and are mounted a small distance above the existing roof. Therefore, one would be cautious in considering a thermal factor,Ct,of 1.1,treating the panel surface as a cold roof,rather than a warm roof.After considering the roof slope factor,Cs,from figure 7-2,ASCE 7-10,the snow load is reduced by 27%for the main roof compared with the snow loading on the existing shingled roof,which is not considered a slippery surface.The reduction in snow load due to this consideration is about 6.54 PSF for the main roof,which essentially offsets the weight of the solar I panels. Gravity Loadina: Given the size, spacing and configuration of the existing roof framing,we have determined that the existing framing for the residence is adequate to support the additional loading from the weight of the solar—electric system, including the panels, racking system,and all connections without any need for additional bracing or framing members. The panels will be installed using Unirac Solar Mount rails with L-brackets in a portrait configuration with a rail toward the top and bottom of each panel edge.The L-brackets will be fastened directly to the roof rafters with 5/16" diameter lag screws.The fastener layout shall start near each corner and for portrait orientation shall have a maximum spacing of 54"on center parallel to the roof slope and 32"on center perpendicular to the slope(e.g.,every other rafter). Each 5/16" diameter lag screw shall have a minimum of 2.5"thread penetration into the existing rafter.It is also important that the L-bracket attachment locations be staggered between adjacent rails so that no single rafter supports more load than under the existing conditions. w Shawn Edge Residence Solar Panel Installation 22 Raymond Road Salem, MA 01970 t Page 3 Wind loading: Provided that the L-bracket attachments to the roof are made in a typical staggered pattern,the overall wind loading imposed on the structure will not be impacted to any great extent.The net wind loads on the roof framing with attachment spacing as described above will be less than the current loading on the rafters. { Conclusions: f Our evaluation of the proposed solar-electric installation has established that the roof framing is adequate to support the addition of the solar panels to the existing roof as indicated on the Solar PV plans.We have only reviewed the adequacy of the connection to the existing rafters and the capacity of the existing rafters to support the vertical and lateral loads from the solar electric system.We do not take responsibility for any other portion of the solar panel array support system,the existing roof framing construction,or the integrity of the structure as a whole. Do not hesitate to contact my office at 866-867-8729 should you have any questions or if you require any additional information. Respectfully, Next Step Living, Inc. 44 o.s os kp �RA,nt FS•'.3j4 Dean I OOP.E. MA Prof. Eng. License#50405 I ELECTRICAL DESIGN a E PV MODULE RATINGS 0 STC SOURCE COMBINER RATINGS INVERTER RATINGS N ? Temperatures INVERTER MODEL:Enphase Microinverter a— tM(n MODULE MANUFACTURER: Trina Average High:28°C MAX OCPD RATING(A):20 MODEL:M215-60-2LL-S22-IG N LU MODULE MODEL#:TSM-255PA05.08 Record Low:-23°C OCPD AMPERAGE RATING(A):20 MAX DC VOLT RATING(V):45 OPEN-CIRCUIT VOLTAGE(Voc): 37.7 OCPD VOLTAGE RATINGM:240 MAX POWER @ 40•C(W):225 0 3 o OPERATING VOLTAGE(Vmp): 30.5 NOMINAL AC VOLTAGE(V):240 c Cour) NOMINAL AC CURRENT(A):0.9A , O toOPERATING CURRENT(Imp): 8.36 MAX BRANCH AC CURRENT(A):12.60A E u) SHORT-CIRCUIT CURRENT(Isc):8.92 MAX BRANCH OCPD CURRENT(A):20A N W V MAXIMUM POWER(W):255 Z E WM r Voc TEMP COEFF(%/'C)=-0.32%/'C 1 x#10 THWN-2 Wire BLACK M a co Isc TEMP COEFF(%/'C)=-0.05%/°C 1 x#10 THWN-2 Wire RED 2 ` N N rn 1 x#10 THWN-2 WHITE m iri N 1 x#6 THWN-2 EGC c E u) y Pv Loao 1"EMT INDOORS y c 4 WIRES O C1 Q o d o _-- 1J 16A — O I- . fB End-Fed Branch of 14-M215 Inverters — UTILITY METERCa > ,. x.M.mWm.,,......,m,o..., . .,.. ms. ne-I E .w .� ° ........ ._J-box........: LGate, O A W Jr�' Erpar" Erpex 120 (D L_ Enos... En 3LL ....................... ....................................... 3LL 2LL 3LL ..... .... ...... ILL 1 , �r • L J ..........i 100A NOTE:A GEC(grounding electrode conductor)is MEP \ \ x required only for M215-60-2LL.It is not required E J J O O ENVOY COMMUNICATIONS for M215-60-2LL-IG 20A Z GATEWAY 1x#10 THWN-2 Wire BLACK r1 1 x#10 THWN-2 Wire RED 1 x#10 THWN.2 Wire WHITE x ETHERNE CONNECTION TO 1 x#6 THWN-2 EGC rt �) BROADBAND ROUTER 120 VAC POWER 1"EMT INDOORS t................. ...tiea CABLE 4 WIRES OUTSIDE AC Symbol Conventions: DISCONNECT 2-Pole Licensed Electrician Assumes All Responsibility For 30A 240V o _�— Circuit Breaker Determining Onsite Conditions and Executing (NOT FUSED) m Installation In Accordance with NEC 2014 Codes GROUNDINci o-\n Fuse ELECTRODE E ✓o allai Visible Break CONDUIT SIZING SERVICE PANEL RATINGS Knife Switch AC DISCONNECT RATINGS t �> 1"PVC OUTDOOR MEP BRAND:Crouse-Hinds DISCONNECT AMP RATING(A):30 1"EMT INDOOR BUS AMP RATING(A): 100 DISCONNECT VOLT RATING(V):240 SERVICE VOLTAGE(V):240 == Equipment NEMA 3R MAIN AMP RATING(A): 100 ' "' '"'""" Grounding BREAKER RATING(A):20 Conductor Drawn bv: H-Menkari ARRAY DESIGN / SITE DIAGRAM HEIGHT OF HOUSE PANEL ORIENTATION (TRUE) ROOF PITCH (DEGREES) 122" 2300 35° E RAYMOND RD o a u) N W c UTIL TY METE o t o M AC DISCONNECT - E, DRIVEWAY GA TE 120 ENVOY Microinverter System �� z A tr _ Z N a0 C N N HIM c ,p 0 '0 0) O 13 CL 368" Quick Mount PV E o 81 8" a� � Portrait Total's — Total#of Panels: 14 J 0 Total#End Clamps: 24 N N 1211 -{") {'= ` 12^ Total#of Mid-Clamps: 16 C (' i1{11P 1{ 11y ' V 0 U) AV/ "**FINISHED ATTIC*** Z o (� 4=n_ r _ � PLACE PV LOAD CENTER OUTSIDE TO THE LEFT OF THE UTILITY METER, THE CUSTOMER IS RESPONSIBLE FOR � C -*ARRAY LAYO IT IS NOT To MOVING OBSTRUCTIONS V FROM PVLC LOCATION; Quick Mount PV SCALE*zSolar Flashings PLACE ENVOY MONITORING EQUIPMENT TO THE LEFT OF a.+ will be used on every roof penetration THE MAIN ELECTRICAL PANEL Customer Signature: Date: �� TYPICAL ATTACHMENT DETAILS THIS EDGETO'df.ARDS ROOF RIDGE �t3ACKING COMPONENTS i INQ+ DE"s,-RIPUCN QTYAOX �� NOTINCLUDED I 5 1 -5052,MILL I e' -02- 3CK,CLASSIC,A 3b:.1 CAST AL,MUI I T � PLUG,SEALING, EFFU1+18.58 I 4 !4r,sc;f.HE),HEAD,s+16-XSI a.,IwS I 'A'ASH-R.ffNNEB.3h910,YI.1f4"0� 1USS I T V1 3.00 �590 .. • • • •s) in typic2l lumber: Lag Bolt Specifications Specific Gravity 5116'shah per 3"thread depth 5r16"shaft per I"thread depth Douglas Fir;Larch .50 798 266 Douglas Fir,South .46 705 235 Engelmann Spruce,Lodgepole Pine I.MSR 1650 f 8 higher) .46 705 235 Hem, Fir .43 636 212 Hem, Fir(North) .46 705 235 Southern Pine :55 921 307 Spruce, Pine,Fir .42 615 205 Spruce, Pine,Fir(E of 2 million psi and higher grades of MSR and M�E+L) .50 798 266 NG Next Step Living Inc. ***SEE FOR ATTACHMENT Quick Mount PV REPORT FOR ATTACHMENT is next step livingTM Module and Roof QMSE-LAG:QMPV E-MOUNT SPACING"` home energy solutions Attachment Detail WITH LAG BOLT l Mono Multi Solutions I TSM =PC ® SA TSM ..PAr,nU) 5A THE money MODULE 15.9% I MAX EFFICIENCY Module can bear snow loads up to 5400Pa and 260W wind loads up to 2400Pa MAX POWER OUTPUT i 1 0 YEAR 3� Guaranteed power output O, 0-+3/o PRODUCT WARRANTY I 5 ���� dO High performance under low light conditions - Cloudy days, mornings and evenings LINEAR POWER WARRANTY Independently certified by international certification bodies Founded in 1997,Trina Solar is a vertically Integrated PV manufacturer,Involved in to the assembly oingots,waters litymod cells Manufactured according to International Quality to the assembly of high quality modules, g y using both mono and muRlcrystalline S and Environment Management System Standards technologies.As of July 2011,the Company has already achieved an IS09001, IS014001 annualized nameplate module capacity - of approximately 19GW.Trina Solar's wide range of products are used in residential,commercial,industrial and public utility applications throughout the world. Only by matching an efficient cost- structure easanwiNproven performance arity. LINEAR PERFORMANCE WARRANTY we as an industry achieve grid parity. And at Trina Solar,we have both. 10 Year Product Warranty • 25 Year Linear Power Warranty Trina solar limited o Addition www.trinasolarcom d QI value fr of"lrinpS OIOr s liq n Nr Mrormnh, ginasour Years 10 IS 20 25 �11 7 c power behind the panel L q J Industrystandard 13 Trim Solar TSM-PC05A / TSM-PA05A THE Honey MODULE DIMENSIONS OF PV MODULE TSM-PC/PA 05A ELECTRICAL DATA @ STC TSM-245 TSM-250 TSM-255 ' TSM-260 941mm PCIPA05A PC/PA05A PC/PA05A iPC/PA05A Peak Power wafis-P.(Wp) 245 250 255 1260 xxcrla: Power Output Tolerance-P..(%) 0/+3 0/+3 0/+3 0/+3 Maximum Power Voltage-VN=(V) 30.2 30.5 30.9 31.3 w.wnnn: - aas,o a Maximum Power Current-Is,-c(A) 8A2 8,20 8,26 8.31 ' \vaiuirriac Open Circuit voltage-vac(V) 37.7 37.8 38.0 . 38.2 Short Circuit Curren-1sc(A) 8-83 8,90 8.95 9,02 Module Efficiency qr.^) 15.0 15.3 15.6 15.9 E p Values at Standard Test Conditions STC(Air Mass AMLS,Insolence 1000W/m',Cell Temperature 25-C). 3 ELECTRICAL DATA @ NOCT TSM-246 TSM-250 TSM-255 TSM-260 PC/PA05A PC/PA05A PC/PAOSA PC/PA05A a a41M0ueXlwixn Maximum Powet(W) 180 183 187 191 A , A ouwnnr Maximum Power Voltage(V) 27.4 27.7 28.0 28.2 Maximum Power Current(A) 6.56 6.62 6.68 ; 6.76 612mm iB0"'� Open Circuit Voltage(V) 34.6 34.8 34.9 35.1 Short Circuit Current(A) T14 T20 724 � 7.30 Back View NOCT.Irradiance at BOOW/m'.Ambient Temperature 20'C,Wind Speed 1M/s" yf��ur MECHANICALDATA Solar cells Multicr stalline 156x y 156mm(6Inches) ' o Cell orientation 60 cells(6+10) Module dimension 1650.992.40mm(64.95.39,06.1.57 inches) 35�nm A-A Weight 19.5kg(43.0lb) Glass High transparency solar glass 3.2mm(0.13 inches) Frame Anodized aluminium alloy 3-Box IP65rated I-V CURVES OF PV MODULE TSM-250 PC/PA 05A Cabled Connector Photovoltaic Technology cable 4.0mms(0.006 inches2), 9? --- 1000mm(39.4 inches),MC4 ]P 800'x/m2 0 _ < _ TEMPERATURE RATINGS MAXIMUM RATINGS 5� &xwlm2- _. ._ e as Nominal Operating Cell 46'C(32'C) Operational Temperature -40-+85-C 1J 3s tmw/mz Temperature(NOCT) Maximum System 1000VDC(IEC)/ 2 _ _ Temperatuse Coefficient of P. -0.41%/`C Voltage 600VDC(uL) 00w/m2 Temperature Coefficient of Voc -0.3290/°C Max Series Fuse Rating 15A 0a Temperature Coefficient of Lc 0"053%/'C 06 1ax 2C5 30" a0m - .. . - Voltogely) Average efficiency reduction of 4.5%at 20OW/m2 WARRANTY according to EN 60904-1. 10 year Workmanship warranty 25 year linear performance warranty (Please refer to product warranty forestalls) 'e [8] ENPHASE MICROINVERTER M215 [e] enphase E N E R G Y The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Enphase System includes the microinverter, the Envoy Communications Gateway, and Enlighten, Enphase's monitoring and analysis software. - Maximum energy production PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module RELIABLE System availability greater than 99.8% - No single point of system failure SMART Quick & simple design, installation and management - 24/7 monitoring and analysis SAFE Low voltage DC - Reduced fire risk SA® c us MICROINVERTER TECHNICAL DATA Input Data (DQ M215-60-2LL-S22/S23 M215-60-2LL-S22-NA/S23-NA(Ontario) Recommended maximum input power(STC) 260W Maximum input DC voltage 45V Peak power tracking range 22V—36V Operating range 16V—36V MinJMax.start voltage 26.4V/45V Max.DC short circuit current 15A Max.input current 10.5A Output Data (AQ @208Vac @24ovac Maximum output power 215W 215W Nominal output current 1.0 A* 0.9 A Nominal voltage/range 208V/183V-229V 240V/211V-264V Extended voltage/range 208W179V-232V 240V/206V-269V Nominal frequency/range 60.0/S9.3-60.5 60.0/59.3-60.5 Extended frequency/range - 60.0/S9.2-60.6 60.0/59.2-60.6 Power factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25.2 Apeak,1.74ms duration *Arms at nominal voltage Efficiency CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN 50530) 99.8% Dynamic MPPT efficiency(fast irradiation changes,reference EN 50530) 99.9% Night time power consumption 46mW Mechanical Data Ambient temperature range -40-C to+65°C Operating temperature range(internal) -400C to+85-C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6AS"x 1.0")* Weight 1.6 kg(3.5 Ibs) Cooling Natural convection—no fans Enclosure environmental rating Outdoor—NEMA 6 *without mounting bracket Features Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Compliance UL1741/IEEE1547,FCC Part 15 Class B CAN/CSA-C22.2 NO.0-M91,0.4-04,and 107.1-01 Enphase Energy, Inc. 05/t7/2017 201 to Street,Petaluma,CA 94952 877 797 4743 www.enphase.com ®Printed on 100 percent recycled paper. 1 i. TM SnapNrack Faster Installation, Lower Cost PV Mounting System Y' Y � 4 e= N .G Low-profile installation for enhanced aesthetics. The SnapNrack PV Mounting System is a line of solar racking specifically designed to reduce your installation time. The SnapNrack system incorporates major technical and production advances to simplify and reduce the cost of solar installations. SnapNrack is designed to be simple, adaptable and strong: SIMPLE the entire rail section, not just on • Sliding module clips install quickly the ends. " and easily and ensure precise Run module leads through the r �,, "_" •"+ alignment. Mid-clips are a half-inch SnapNrack rail channels for ' thick to keep the math simple. better aesthetics and improved t ,, • One wrench fits every bolt in the wire management. system.And there's no need to drill STRONG the rails to connect standoffs and . SnapNrack is engineered for L-feet, ensuring efficient installation durability and structural integrity and reducing labor time on the roof. in all environments with excellent New Innovative • SnapNrack's compact, efficient seismic,wind, and snow-loading rail profile reduces material require- Universal End Clamps p q protection on all components. ments and ensures a low profile • One size fits any module with a installation on any roof. Builds integrity into every standard L frame. installation because SnapNrack's ADAPTABLE simple vertical and horizontal • Provides a cleaner look with the • SnapNrack is compatible with adjustments ensure superior fit new rail end caps modules from virtually any and array alignment. • Quick assembly-half-inch wrench manufacturer. SnapNrack's rain-tight metal fits all fasteners! • The SnapNrack's unique"snap-in" flashing ensures absolute water- • Less rail required- nothing extends channel nuts are installable along proofing at all roof penetrations. beyond the module frames. Developed by Engineers and Installers The SnapNrack System was developed j in the field by a team of veteran solar engineers and installers.Their goal was overcoming the limitations of conventional racking and ensuring a quick, efficient installation.These mounting rails have been tested on megawatts of real-world residential and J commercial installations. The Ideal Fit for Any Roof The SnapNrack System has been engineered from the ground up to ensure maximum standoff adjustability for a clean, level installation on even the most irregular roof surfaces.And every roof penetration gets a full metal flashing to ensure worry-free waterproofing for the life of the system. Tilt? Ground mount? No probleml The SnapNrack System allows you to +►1 F r €. easily configure a racking solution for any tilt. Or, sink pipes in the ground for a { perfect ground mount. For tall tilt angle 1 requirements the rails double as legs, The Flashed L-Foot for composition Roof top adjustable standoff. simplifying roof attachment. in-field design. i Sys Pipe-to-rail connection for ground mount systems See the SnapNrack Ground Mount manual for more details SnapNrack- PV Mounting System stem www.snapnrack.com printed with eco4nendty paper and ink r� Rev2.0 52011 SnapNrack.Nl rights reserved. i OF e MSA�FTT,r --�-� >�COMMONtiIE�TN ,.�� ELECTRICIANS 1xZQ 0332806; ISSUES THE FOLLOWING LICENSE 1 ow ELECTRICIAN 1t M A S A'REG JOURNEYMAN L oANIEL J NCGRATH EILJ TH : 114 SOYLSTON ST s eo un.mrmnne» NA 02149-7931 t 1 tt4b7 S O7/31/16_�„nR At Ma•saehusats-D9parhneM of PuOirc Safety 1/ Board of Building Regulatiois and Standards C ort.trLicen e: r.S Aria.F=md� r Lkense:C8fA.104878 DANIELJMCGRA'1$ _ mebey, pprsrtMw'4F�ttraree•e1MA'm•Ml�ds 11480YL8TONSI UjU aW+ouOrap•wrt�iya/U•uwlpsleiitaa«r• MAMEN MA 01148Exp4rabon CenweaslYnt�slly aa�N�slTh ' DWdel AteCr4th Cmrnizaloner Og/18/2018 Ke"M.PawndavizO y28/20>tl �, (nrren�e-ansarwt .... -..�--- {C•ueiweGap9 ELECTRICAL UNLIMITED JOURNEYPERSON - rtj/,r, nrrrmnrurar///r�E'�/n.Wrr/rtir/A DAMEL J MCGRATH (lice of Gossamer Affairs&Business RegulationIli BOYLSTON ST ME IMPROVEMENT CONTRACTOR MALDEN,MA 02148.7931 1 Vegistret.. 168524 Type: 'Expiration: 3M2017 Individual LI . XPINES DANIEL MCGRATH LC.019J9�'.ilE2 110/01/2013 09/30/2015 +-� •t r'. Jw DANIEL MCGRATH GNED � . .__ �.______ ..... _- _.-......_ ___......__ 114 BOYLSTON ST MALDEN,MA 02148 Undersecretary STATE OF MAINE DEPT OF PROFESSFONAL S FMAWAL REGULATON EL.ECTRICW4 E%AMINMO.BOARD LICENSE S MSSOM703 DANIEL MCGRATH MASTER ELECTRICIAN ISSUED Aug 26,2013 EXPIRES Aug 31,2015 i i 1 OWNER'S AUTHORIZATION FORM For Permit Application(s) The sole purpose of this form is to provide Next Step Living with the Necessary permission from the Owner to file Permit Application(s)for such Project work as agreed upon between the Owner and the Owner's Authorized Company and its designated subcontractors. Owner's Name: Michael Shawn Edge. Lauren Edge Solar Project Address?2 Raymo�nQd Rd, Salem MA Signature: Owner's Authorized Company: Next Step Living Inc. Company's Address: 21 Dry Dock Avenue South Boston, MA 02210 Affiliation: Contractor Applicable License: HIC#162111 State: MA