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B-20-863 - 0001 AUTUMN VIEW - Building Permit t � � � _ - 1 The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY OF (� Massachusetts State Building Code,780 CMR SALEM Revised Mar 2011 Building Permit Application To Construct,Repair,Renovate Or Demolish a �p One-or Two-Family Dwelling V _ This Section For Official Use Only nt Building Permit Number: Date Applied: `V NBuilding Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1 AUTUMN VIEW SALEM MA 01970 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: JOHN GIARDI SALEM MA 01970 Name(Print) City,State,ZIP 1 AUTUMN VIEW 8562883892 MAPERMITS@VISIONSOLARLLC.COM No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORW(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units Other X Specify: SOLAR Brief Description of Proposed Work 2: INSTALLATION OF ROOF/GROUND MOUNTED SOLAR SYSTEM/PANELS SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1.Building $ 10000.00 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ 6000.00 ❑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 $ Total All Fees:$ Suppression) 16000.00 Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ ❑Paid in Full ❑Outstanding Balance Due: Auc 2 AW SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 100529 1/27/2022 PAATA MACHARASHVILI License Number Expiration Date Name of CSL Holder 41 ERICA DRIVE List CSL Type(see below) No.and Street Type Description STOUGHTON MA 02072 U Unrestricted(Buildings up to 35,000 cu.ft. R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances MAPERMITS@VISIONSOLARLLC.COM I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 6/5/2021 PAATA MACHARASHVILI 175767 HIC Company Name or HIC Registrant Name HIC Registration Number Expiration Date . 41 ERICA DRIVE MAPERMITS@VISIONSOLARLLC.COM No.and Street STOUGHTON MA 02072 8562283892 Email address 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 ..........X 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 VISION SOLAR LLC AND CONTRACTOR to act on my behalf,in all matters relative to work authorized by this building permit application. JOHN GIARDI 8/4/2020 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 penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. ��LCL /U 2�yL 8/4/2020 Print Owner's or Authorized Agent's 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.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/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" i ,may + •. .� ;-�-°I J..' C' W ,tt�v gr a � i - -/� VISIt)-4 OP ID:HK ACORO' CERTIFICATE OF LIABILITY INSURANCE DATE 812 0 2YY) os/18no2o THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Charlee DeFebbo Brown&Brown Insurance PHONE 856�552-6347 aC No,856-840-8484 2000 Midlantic Dr.-Suite 440 A/C No Ext Mount Laurel,NJ 08054 noDRess:cdefebbo bbdvins.com Brian DiLuigi INSURE S AFFORDING COVERAGE NAIC# INSURER A:Gotham Insurance Company 25569 INSURED Vision Solar,LLC INSURER B:New York Marine&Gen Ins 00 16608 205 Arch St Philadelphia,PA 19106 INSURER C:Utica Mutual Insurance Company 25976 INSURER D: 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. INSR TYPE OF INSURANCE ADDL SUB POLICY NUMBER MM/D POLICY EFF MM DICY EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE [A]OCCUR X PK201900013683 08/24/2019 08/24/2020 PREMISES Ea occurrence $ 500,00 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $ 2,000,00 POLICY❑PRO a LOC PRODUCTS-COMP/OP AGG $ 2,000,00 JECT OTHER: lEmp Ben. $ 1,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 000 00 Ea accident + + B ANY AUTO 5268569 08/24/2019 08/24/2020 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ X UMBRELLALIAB OCCUR EACH OCCURRENCE $ 1,000,00 A EXCESSLIAB HCLAIMS-MADE UM201800007205 08/24/2019 08/24/2020 AGGREGATE $ 1,000,00 DED I X I RETENTION$ 10000 $ WORKERS COMPENSATION PER TH- AND EMPLOYERS'LUU31L1TY YIN STATUTE I JER C ANY PROPRIETOR/PARTNER/EXECUTIVE C201800017772 08/24/2019 08/24/2020 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 Installation Floater PK201900013583 8/24/2019 8/24/2020 Catastrop 1,000,000 A Occurance 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) 2018 Chevrolet Express 3500 Cutaway Vin 1GB3GSCG7J1318873 2018 Chevrolet Express 3500 Cutaway Vin 1GB3GSCG1J1320246 SALEM MA is included as additional insured if requested by written contract on the captioned General Liability policy per the attached 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 ACCORDANCE WITH THE POLICY PROVISIONS. Salem City Hall,93 Washington Street, AUTHORIZED REPRESENTATIVE Salem,MA 01970 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD f NOTEPAD: HOLDER CODE VISIO-4 PAGE 2 T . 1 G A INSURED'S NAME Vision Solar,LLC OP ID:HK Date 06/30/2020 company forms. STRUCTURAL ANALYSIS for the Vision Solar ROOFTOP PV SOLAR INSTALLATION Project: John J Giardi; Location: 1 Autumn Vw, Salem, MA 01970 PE Project Number: 9675.300, Rev. 0 Prepared for x`Y VISIONSOLAR Vision Solar 511 Route 168 Blackwood, NJ 08021 VS Project 300 8/3/2020 Prepared by: TectoniCorp, P.C. Princeton Engineering Engineering and Solar Design 35091 Paxson Road - Round Hill, Virginia 20141 tel: 540.313.5317 - fax: 877.455.5641 - www.Princeton-Enq'neeri'na.com OF Sic RI J. yG`Fce� Digitally signed by Richard Pantel T EL a Richard c oRichard Pantel c US y o=TectoniCorp PC ouZ1410C000001736CCEE5F 30000407D Pantel Reason I am the author of this /STE�� document F Location: /ONAL Date:2020-08-0312:5&10:00 Richard J. Pantel, P.E. MA License No. 49678 Structural 1 of 11 Loading Summary Exposure and Occupancy Categories B Ex osure Category, (ASCE 7-10, Sect 26.7.3, pp 251 III 10ccupancyCategorylRisk Cate o ASCE 7-10, Table 1.5.1, pp 2 Wind Loading: v 127 mph. Wind velocity from 780 CMR:MA Wind/Snow/Seismic Amendment Values-IBC 2009 z 24.57 psf Velocity z, calculated at height z LASDJ Snow LoadingI pgj 50 psf Ground Snow Load, pg(780 CMR:MA Wind/Snow/Seismic Amen Total Snow Load ps 31.50 psf Effective snow load on roof and modules ROOF DEAD LOAD SUMMARY exclusive of wood framing) Item Notes Roof surface 2.3 psf 1 Shingles,Asphalt, 3-Tab(Typical) Deck Material 2.1 psf 0.5 Plywood decking, 1"thick Total Loading 4.4 psf Module Data Q Cell: Q.PEAK DUO-G6 340 Dimensions mm ft in Length 1,740 5.71 68.50 Width 1,030 3.38 40.55 Area (MA 2, ft^2 1.8 19.29 Weight k lb Module 19.90 43.87 Rack* 0.32 0.7 Roof Panel(Cladding) Loading Sum ma Module Loa din Summary Support Point Loads Upward Upward I Upward IDownward Zone 1 2 13 All Net total load/support point lb -50 -98 1 -159 200 Lag Bolt Data I Size 5/16x4.00 Pre-drill 1 0.16"dia Material I Stainless Rack Support Lag Bolt Pull-out Calculations in US Douglas-fir Roof Framing Zone 1 2 3 Bolt Pullout Per Module Connection lb 50 98 159 Number of Pullout Loads/Support 2 2 2 Safety Factor 2.00 2.00 2.00 Pull-out for 5/16 dia bolts Iblin 264 264 264 Min threaded inches embedmenet required in 0.76 1.49 2.41 Min threaded Inches embedmenet provided in 3.50 3.50 3.50 Min Lag Bolt length to use in 4.00 4.00 4.00 Loading Summary R 2 of 11 Conclusions Princeton Engineering was asked to review the roof of Vision Solar, located at 1 Autumn VW, Salem, MA by Vision Solar,to determine its suitability to support a PV solar system installation. The referenced building's roof structure has been field measured by Vision Solar on 07/29/2020. The framing calculations we prepared reflect the results of those field measurements combined with the PV solar module locations shown on the construction PV solar roof layout design prepared by Vision Solar. Loads are calculated to combine the existing building and environmental loads with the proposed new PV array loads. Vision Solar has selected the Ecolibrium Solar ECO-X racking system. The racking support brackets shall be placed as shown on the plans prepared by Vision Solar, dated 08/03/2020, and shall be fastened to the roof deck using lag bolt sizes as indicated in this report. Rack support spacing shall be no more than shown on each calcluation. Note that support points for alternating rows shall share the same rafter. Intermediate rows shall move the support points to laterally the next rafter. NOTE: Rafters upon which stanchions will placed, require collar ties. Collar tie locations either exist or will be added at the heights indicated herein. All new collar tiles shall be 2x6 material and shall be fastened at each end with (8) 12P common nails. } t �+wr'!"" ..:'..�..• g;'c' i i` •��••a* 3 q � •+,m:."� �A..>�� fig' � - SalemWtcl� mums-eurn 'v e r �P��kSdrly �'- 'k Yat1K 1, l ' 3),07 114 (Gbogle `� a / *`s ss d/ .✓ �i� L � r.e .f i_�, �'L - "- •f _ -sa-_` !Map data o Google Location Map Framing Summary Based upon the attached calculations, the roofs, as described above,ARE capable of supporting the additional loading for the proposed Vision Solar PV system along with the existing building and environmental loads. Bracket to Roof Framing Lag Bolts US Douglas-fir rafters have a bolt pullout strength of 265 lb/inch of thread using the 5/16"dia. fasteners. In order to maintain at least a 2X Safety Factor for pullout, 3.5 inches of THREAD embedment are required. Use a 4.00"x 5/16"stainless lag bolt in order to achieve the above specified embedment into each joist at each rail support point. Predrill with a 0.16"dia pilot hole. Notes:(1) Bolt threads must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3) Install lag bolts with head and washer flush to surface(no gap). Do not over-torque. References and Codes: 1) ASCE 7-10, Minimum Design Loads for Buildings and Other Structures 2) 2015 International Building Code Loading Summary R 3 of 11 I 3) 780 CMR:MA IBC Wind Amendment for wind and snow loads 4) American Wood Council, NDS 2005,Table 11.2A, 11.3.2A. 5) American Wood Council, Wood Structural Design, 1992, Figure 6. Loading Summary R 4 of 11 Diagonal Overhang Length past Rafter Plate 0.83 ft Uphill Distance from Eave to Lowest Support 0.67 ft ASCE 7-10,Chapter 2 Combinations of Loads i in s Zones 1 2 3 1,2&3 2.2 SYMBOLS AND NOTATION Module Module Module Downward Upward Upward Upward D=dead load of PV Module+Stanchion 2.59 2.59 2.59 2.59 S=snow load 31.50 31.50 31.50 31.50 W=wind load -14.93 -26.87 -41.80 4.48 2.4 Combining Nominal Loads Using Allowable Stress Desi n in pso 2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations;whichever produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one or more loads not acting shall be considered. Combination Formulae Module Module Module Downward Upward Upward Upward 1. D 2.59 2.59 2.59 2.59 2. D+L 2.59 2.59 2.59 2.59 3. D+S 34.09 34.09 34.09 34.09 4. D+0.75L+0.751-r 26.21 26.21 26.21 26.21 5. D+0.6W 2.59 2.59 2.59 5.27 6. D+0.75L+0.75(0 or 0.7 eE+0.75S 26.21 26.21 26.21 28.23 7. 0.61)+0.6W -7.41 -14.57 -23.53 4.24 8. 0.61)+0.7E+0.6F 1.55 1.55 1.55 1.55 Use this loading for DOWNWARD: 3. D+S 34.09 34.09 34.09 34.09 Support point loading 230 230 230 230 Cr Factored Support point loading 200 200 200 200 Use this loading for UPWARD: 7. 0.613+0.6W -7.41 -14.57 -23.53 1.55 Support point loading -50 -98 -159 10 DOWNWARD Presume loading directly over member. Use standard wind and snow loading combined. Combined Dead and Wind Pressure Downward Loading Rafter below collar tie I Reactions PV Point load Point Moment at Deflection Module loc's from Load center from at center R1 R2 Comment Row this Left along point load from point Roof support member load ft from left lb lb-ft inches lb lb 1 3.13 200 313 0.20 139 61 6.8 sf module point load 2 3.21 200 321 0.21 138 63 6.8 sf module point load 2 6.59 0 0 0.00 0 0 Support placed on adjoining rafter 3 6.67 0 0 0.00 0 0 Support placed on adjoining rafter 3 10.05 200 22 0.02 4 196 6.8 sf module point load 4 10.13 200 13 0.01 3 198 6.8 sf module point load Total 669 -F-0-43-T 284 517 I Array AR-1 6 of 11 Roof Structural Calculations for PV Solar Installation Array AR-1 Location:MP1 Member. Rafter- Total Length 20.84 ft, Unsupported 10.27 ft Roof Data 6 deg. 26.00 Angle of plane of roof from horizontal, in degrees L ft. 27.67 Length of Building, in feet(meters). W ft. 21.67 Width of Building, in feet(meters). h ft. 24.000 Height of Building, in feet(meters). Calculate Wind Zone Width use, a==F 3.00 Ift Velocity Pressure, qz evaluated at the height z shall be calculated as follows qZ= 24.57 psf Vasd qz I Basic wind pressure mph. Wind velocity from 780 CMR: MA Wind/Snow/Seismic Amendment Values- V= 127 IBC 2009 Framing Data Wood type US Douglas-fir Wood source, moisture content Interior South 0.12% 2 #Rafters/Rack Support Width #Framing Members/Support 1 4.00 Rack Support Spacing ft Rafter/Truss OC in 24.00 Member Total Length ft 20.84 6 Max#of modules/Rafter Member Properties Member *Member properties based upon field measurements Name (1 1.5x5.5 Rafter Repetitive Member Factor Cr) 1.15 Self Weight Pff 1.64 Max Shear per . to grain psi 740 Max Shear parallel to grain psi 1,510 Module Data Q Cell: Q.PEAK DUO-G6 340 Weight ka lb psf load Module 19.90 43.87 2.27 4 Stanchions 2.72 6.0 0.31 Total Module and Rack load 22.62 49.9 2.59 Dead Load Summary framing Member sf 0.82 Roof sf 4.40 Roof surface PLF loadingJ8.80 PV Module+Stanchion sf 2.59 Module Orientation Landsca e Rack Support Spacing and Loadin Across rafters ft 4.0 Along rafter sloe ft 3.4 Area/support point sf 6.8 E-W space between modules in 1.0 0.08 ft N-S space between modules in 1.0 0.08 ft Member Total Length ft 20.84 Maximum member frees an ft 10.27 Rafter below collar tie Collar Tie @ 4.50 AFF Totals an length reduction ft 0.00 Rafter segment to talc ft 10.27 Frees an Deflection Ratio 180 Use max delta 1/x for deflection Array AR-1 5 of 11 The Commonwealth of Massachusetts Department of Industrial Accidents -- Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): VISION SOLAR LLC -PAATA MACHARASHVILI Address: 511 ROUTE 168 City/State/Zip: BLACKWOOD NJ 08012 Phone #: 8563352208' Are you an employer? Check the appropriate box: Type of project(required): 1.[3 I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I 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 I O.D Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ 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.[10ther SOLAR 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 a new 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: BROWN AND BROWN INSURANCE Policy#or Self-ins.Lic.#: WC201800017772 Expiration Date: 8/24/2020 Job Site Address: 1 autumn view City/State/Zip: salem ma 01970 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 hereby certify under the pains and penalties of perjury that the information provided above is true and correct. 8/4/2020 Signature: Ac� Date: Phone#: 8563352298 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia Analysis for PV impacted areas 5. Simple Beam-Exposed Roof Snow Load -Above and Below PV Parameter Units Total Allowed Check Delta @ mid span in 0.11 0.68 OK M at mid span I lb-ft 154 1 5,000 OK Sum Downward Loading Conditions: PV; Beam DL; Exposed Roof Snow Load Parameter Units Total Allowed Check Delta in .5 0 8 0.68 OK Percent Max Delta % 85% 100% OK Moment lb-ft 892 5,000 OK Ifs psi 1,415 7,933 OK Array AR-1 7 of 11 Roof Structural Calculations for PV Solar Installation Array AR-2 Location:MP2 Member. Rafter- Total Length 11.42 ft, Unsupported 7.71 ft Roof Data e deg. 27.00 Angle of plane of roof from horizontal, in degrees L ft. 22.17 Length of Building, in feet(meters). W ft. 12.17 Width of Building, in feet(meters). h ft. 24.000 Height of Building, in feet(meters). Calculate Wind Zone Width use, a=1 3.00 Ift Velocity Pressure, qZ evaluated at the height z shall be calculated as follows qZ 24.57 psf Vasd qZ= 14.93 Basic wind pressure mph. Wind velocity from 780 CMR: MA Wind/Snow/Seismic Amendment Values- V= 127 IBC 2009 Framing Data Wood type US Douglas-fir Wood source, moisture content Interior South 0.12% 1 2 1#Rafters/Rack Support Width #Framing Members/Support 1 4.00 1 Rack Support Spacing, ft Rafter/Truss OC in 24.00 Member Total Length ft 11.42 2 Max#of modules/Rafter Member Properties Member *Member pro erties based upon field measurements Name 1 1.5x5.5 Rafter Repetitive Member Factor Cr 1.15 Self Weight plf 1.64 Max Shear per .to grain psi 740 Max Shear parallel to grain psi 11510 Module Data Q Cell: Q.PEAK DUO-G6 340 Weight ka lb psf load Module 19.90 43.87 2.27 4 Stanchions 2.72 6.0 0.31 Total Module and Rack load 22.62 49.9 2.59 Dead Load Summary Framing Member Psf 0.82 Roof Psf 4.40 Roof surface PLF loadingJ8.80 PV Module+Stanchion Psf 2.59 Module Orientation Portrait Rack Support Spacing and Loadin Across rafters ft 4.0 Along rafter sloe ft 5.7 Area/support point sf 11.4 E-W space between modules in 1.0 0.08 ft N-S space between modules in 1.0 0.08 ft Member Total Length ft 11.42 Maximum member frees an ft 7.71 Rafter below collar tie "Collar Tie @ 3.50'AFF Totals an length reduction ft 0.00 Rafter segment to calc ft 7.71 Frees an Deflection Ratio 180 Use max delta 1/x for deflection Array AR-2 8 of 11 Diagonal Overhang Length past Rafter Plate 0.83 ft Uphill Distance from Eave to Lowest Support 0.83 Ift ASCE 7-10,Chapter 2 Combinations of Loads i in s Zones 1 2 3 1,2&3 2.2 SYMBOLS AND NOTATION Module Module Module Downward Upward Upward U ward D=dead load of PV Module+Stanchion 2.59 2.59 2.59 2.59 S=snow load 31.50 31.50 31.50 31.50 W=wind load -14.93 -26.87 -41.80 4.48 2.4 Combining Nominal Loads Using Allowable Stress Design(in pso 2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations;whichever produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one or more loads not acting shall be considered. Combination Formulae Module Module Module Downward Upward Upward Upward 1. D 2.59 2.59 2.59 2.59 2. D+L 2.59 2.59 2.59 2.59 3. D+S 34.09 34.09 34.09 34.09 4. D+0.75L+0.751-r 26.21 26.21 26.21 26.21 5. D+0.6W 2.59 2.59 2.59 5.27 6. D+0.751-+0.75(0 or 0.7)eE +0.75S 26.21 26.21 26.21 28.23 7. 0.6D+0.6W -7.41 -14.57 -23.53 4.24 8. 0.6D+0.7E+0.617 1.55 1.55 1.55 1.55 Use this loading for DOWNWARD: 3. D+S T 34.09 34.09 34.09 34.09 Support point loading 389 389 389 389 Cr Factored Support point loading 338 338 338 338 Use this loading for UPWARD: 7. 0.6D+0.6W -7.41 -14.57 -23.53 1.55 ,Support point loading -85 -166 -269 18 DOWNWARD Presume loading directly over member. Use standard wind and snow loading combined. Combined Dead and Wind Pressure Downward Loading Rafter below collar tie Reactions PV Point load Point Moment at Deflection Module loc's from Load center from at center R1 R2 Comment Row this Left along point load from point Roof support member load ft from left lb lb-ft inches lb lb 1 5.62 338 354 0.13 92 247 11.4 sf module point load 2 5.70 338 340 0.13 88 250 11.4 sf module point load Total 693 0.26 180 497 Array AR-2 9 of 11 Analysis for PV impacted areas S. Simple Beam-Exposed Roof Snow Load-Above and Below PV Parameter Units Total Allowed Check Delta @ mid span in 0.16 0.51 OK M at mid span lb-ft 960 5,000 OK Sum Downward Loading Conditions: PV; Beam DL; Exposed Roof Snow Load Parameter Units Total Allowed Check Delta in 0.43 0.51 OK Percent Max Delta % 84% 100% OK Moment lb-ft 1,692 5,000 OK fs psi 2,685 7,933 OK Array AR-2 10 of 11 Snow Loading Analysis where: OExposure category(1=Exposed, 2=Partially Exposed, 3=Sheltered) Ce = 0.9 Exposure Factor, Ce(ASCE 7-10 Table 7-2, Page 30) Ct = 1 1.00 Thermal Factor, Ct(ASCE 7-10 Table 7-3, Page 30) Is = 1.0 Snow Importance Factor, Is(ASCE 7-10 Table 1.5-2, Page 5) p9 = 50 Ground Snow Load, pg (780 CMR: MA Wind/Snow/Seismic Amendment Valu pf = 0.7CeCtlspg Flat Roof Snow Load, pf(ASCE 7-10 eq 7.3-1, Page 29) Pf = 31.6 but where Pf is not less than either of the following: PM = 50 When Pg<=20 psf, then use Pf= Pg X Is(ASCE 7-10 Equation 7.3.4, Page 29) OR PM = 20 When Pg >20 psf,then use Pf=20 psf X Is(ASCE 7-10 Equation 7.3.4, Page 2 Pf = 31.5 Resultant Snow pressure in psf to be used with Roof slope factor below ps = Cspf Sloped Roof Snow Load, ps(ASCE 7-10 Table 7.4, Page 31) Roof slope factor Cs for Warm Roofs, Ct 1.0 �1 Roof surface condition=Slippery Roof C$ = 1.00 Roof Slope Factor, Cs(ASCE 7-10 Table 7-2, Page 36) Total Snow Load ps = 31.50 psf Roof snow load I Snow Loading 11 of 11 I 8/3/2020 MA Electrical License.jpeg 1 a r y �.,t 1"'�.'«°".y #"�, `w"'�°,� '�!&�..`�at �.. f '�.r�r��: r*t. `�''✓�'t� � '"tea��� . . o ......... 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Ff '� r� % �, r., a ,� S ,�e+a y,ay}6•��d': .+, k�, '� 0. w `r `z S�.s^+...'t:♦w� f 1 �'i. � .:�'1 Fo OJ ry,'4 r �',y°.+�j�Y ���" f��� r '"�'�`*',:r„:�t "+' .ij.`'��d- 'o �' `-�, ;'r! -,,• ,t�'♦'�1�. a('.e'".gym'*' t � a�� �s' �."��'� .rF h' r} {,s ,S`,:r*sa ,d,y`j•. a 't ,ta:y - �t� .�.�'` a https://mail-google.com/mail/u/6/?tab=wm&ogbl#inbox/FMfcgxwJXLbNCgPsfWrvnRLWdRHjvwhQ?projector-1&messagePartld=0.1 1/1 Format 1740.mm x.1030mm.x 32mm(Including frame) p 3 N Weight 19.9kg Front Cover 3.2mm thermally pre-stressed glass with 1 + Sp Let anti-reflection technology. ,,ter;,„, E,,,,,_ '- m 00 rn L, 1"� '7 �l M Back Cover Composite film ,f- Enphase IQ /'' and IQ 7+ Microinverters °2 p �L Frame eleckenbtlisetl-alumin ium se}mm � Go Cell 6x20 monocrystalline Q.AN7UM solar haft-ells ®, ,��� INPUT DATA(DC) IQ7-60-2-US I07PLUS 72-2-US C ij Junction box 53 101mm x32-60 mm x 15-1$mm -.. Common lyuaed module pa firings' 235:W-350 W i 235,W-A CIO W t R µ - y _ 3 O _ _r� . -__ - �.,..a.. ,...._ - -- - .. ,-- Plotectidn class lP67,with bypass diodes Module cornpavbility 60-cell PV modules only 60 cell and 72-cell PV modules u'1 Z a iuo in Cable 4mm2Sblatcable; +z1150mm, z1150mminput. s .. '�._`y" "` ' .'" _ -- - "`a` _ , ». ,. _. (.7 (-) , a° rrMaximum input DC voltage _ �lg V ` " 60 V Connector Staubli MC4,Hanwna.Q CELL$HQC4;IP68 b 4-^ 'o ^ua b Peak power tracking Voltage _ 27 V 37 V _ 27 V T45 V-~ p _ ol, - _ ... �Operaungrange l6V_748Vt. 16V-6ov _. _ Q 3m I•C Iea,m,. Miit/6iax start voltage 22 V!48 V 22 V/:60 V 0 Max DC short clrcwt curreni{m_odule Isc) 15 A ELECTRICAL CHARACTERISTICS Overtioltage class DC port -_.� _ II w 11 Z _. D part f`D Piort backfeed current O.A p A " t 340 345 350 355 _ __..,. -_._ _2y_r., _ f PowER-CLAss PV array configuration 1 x 1 ungrounded array;No additional DC side:protection required; MINIMUM PERFORMANCEAT STANDARD TESTCONDI IONS,STG'(POyVERTOLERANCE+5li/-OW) AC side°protection requires max 20.A per branch circuit PowerstMPP' Paw 1%] 340 345 350 355 OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+Mieroinverter - E Short Clrcolt Current' I= [A] 1'0:68 10.73 10:79 10.94 Peak gtltput-paver 250 VA 295.VA. O CircuitVoltap, VM [tr] 40.24 40.49 40:73 40:98 •-'� _ ..,_ _w.. --- ,_Y _.1 O 9pen Maximum continuous output power 240 VA 290 VA vtN F8� Current rat MPIP Idm [A] 10.16 10.22 10:27 10.33 Nominal{L1}voltage/range? 240V1, ----208V/- 40Vn1"" "208U(MM�' �yc Voltage af:MPP V� IV] 33,.45 33.76 34.07 34:3$ I I° :� :.. _. 21�-264-V . .._183-229'V .-,...f. 211 264'V.. 183-229V « i . J. RI Effic:iencyr q P61 z 9a) a19;3. z15:5 a19.8 Maximum continuous output current 1.0 A(240 V) J 1.15 A(208 V) 1.21 A.(240 V) 1.39 A(208 V) MINIMUM PERFORhiANCEAT NORMAL OPERATIN0 CONDITIONS,NMOTa �Nominalfre uenc W" 60 Hz 60 Hz - T+ •49M Power atMPP PuFy [VV] 254:5 258.2 261:9 265;7 Extended frequency range - - 47 68 Hz - 47 b8 Hz .� ISTE _ _ti ... �- snori Circuit Current n 8:60 ss5 8:69 8.74 ( _ M N cycle's 5 8 Arms: 5 8 Arms --- -_ _ ._._ � L S sc Nl V..94 38.i7 38.41 38.65 Max rum units f per Ar L L brranchy `, ..V ._ _ Open Cir^.uit Voltage V� { ) { } { } { ) Reviewed and approved .� p ( = ) circuit 16 240 VAC 13 208 VAC 13 240 VAC 11 208 VAC Current at MPP law [A] 8.00 8,04 809 8.13 i" "- uOV2rVOltageClaSSACpOP4- '�� -• _ III �.� � �� " • `� - III ,w Richard Pantel, P.E. voltage 6tfctPP Vim, [Vj 31.81 32.10 32.40 3269 AC part backfeed current 0 n � 0 A - MA License No. 49678 'Meaiurernerftmkyrarx es.Pamt3^.o:-Iyc;V«;x5%'at STC:1000 W/mT,25±2°G;AM.1-5 accordingmlECF,0904-3•�R00 W/rr,2,.NMOT•spectturr,AM 1.5 '�^^*- ^•"�^-•� curse .._. _...._ ,,.....m...„a. ._ .,„., �. .. ,„,, �,„.,.,,. 7 Structural/Electrical I Power factor setting _- _ _ 10 -1 0�'�" Project 9675 Q`CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOWIRRADIANCEleading... -M _ Power factor(adjustable) 0.85 0.85 lagging 0.85 leading...0.85lagging 4tbesigs%of no vnal'owePcu- "° `-r__---r-- -----n---- EFFICIENCY Oa240 V ta'208 V @240 V @208 V W u m. In P Peakefficlericy 97:6'% 976'Y 97.5% '97.3% _mow gfirstyzar.Tfiereai�rrrx•�c 0:54% o I I I - co -------------------------------- Lao dagradationper yeas At iasst 93'1%. _ _-_c �. i. m. ° wa ° -- -- r'�J"''"�`" `� CEC weighted efficiency 97.0:� 97.0% 97.0�_ 97:0 qc of norninal power u) rD 10 years.M iz least 85%ofncrrindpoweru_p n I I MECHANICAL DATA - o a 25years. ? « --r--- ---- -----��-----_J - Arnb;ient temperature range - ' 40°C to+65°.0 S Alldatewiihinrraasurementmbr- _lati `cl Relative humidit range 4q°to 100 Y° condensin ar>_�s.Full warranties in accordance _ Y 9 { 9} will re warranty Yrms.of mo sod, aeo iono Connector type(IQ7�60 2 US&:IQ7PLUS=.722 US)�Mt4{or Aimphe`noI H4 LJTX'wlth additional -DC_ 5 adp te'r. -" ' Q:CELLS sales organisation of your IawwlANcs.1w/r°°1 T _L _ _9 ._.... - _...�.,.. _.._.w_-....,,_ -_ ®.w._......+...._. . 8 Dimensions(WxHxD) 212 mm x 175 mm x 30 2 mm(without bracket) respectivaccunuy. .._,,.«-� .. ..._..�.__ ,.. __.�„ -.,,.. -m..s,.eso +r°,u,u+r�+a ..- vrAns Typical av rcLleperforwnce r cier Iavirradlarre.concitms in f Weight_ w.« 1.08 kg(2.38 Iles). - """ „"..' -_,.... �.. ..._ _„- _-.•. __k ,.mom , p _ coWarisontd5TC conditions(25°C.160.0W/rr6. _.--� _ -��..� _ _ _ _ ,L _- _.__.. _ . .. _ _ _... _ .._. .__ .- -_- _ _. U . TEMPERATURE COEFFICIENTS Cooling Natural convection-No fans L w Approved for suet locations _ r Yes _ _ __ _ __ __ _, _ _ _ M Temperature Coefficient of],, a [%/K] +0":04 Temper•etureCoeficieniofV,,:_. �' [%/K] --0.27 , e-- -• -_ .a._,....a..°,..,..a._._v.,....m ,.._.._ ._„... ...... _.___„„:,�..,.__. ,«.._ ._,,.._-....._..__,....._..-,,...�.,„_... . -_ _ __.-...,_..�.._..._..�.,. '__ ___. Temperature Coefficient of Pm,r y [W1K] -0.36 Non-,i not Module Operating Tempe roture NMOT [°,C] 43-t3 Pollution degree PD3 fin f r v- Enclosure v • p g Ciass ll�puble-insulated corrosfin`resistant polymeric enclosure PROPERTIES FOR SYSTE(Vi DESIGN Environmental category!UV exposure satin NEMA Type 6!outdoor Lr O N Maximum System Voliage V-,,; IV] 1000 PV module classific611cn Class II FEATURES %^ Maximum Reverse Current IR (Aj "20 FineRatinSbased.onANSI/UL61730 C/TY.'P.E2 `o COIT1mUtl'ICat,lOtd PovverLineCornmunicati4n(PLC); - (` - I Monitoring - - - Enlighten Manager and MyEnhghten monitoring options. May..Design Load.Push!Pull [Pa] 3600/2667 Permitted Module temperature Both options require installation of an Enphase IQ,Envoy. Q Q on continuous Duty f D-is:conneetin means'"° T '"• ' y The AC and DG connectors;heve been evaluated anal a Max.TesiLoatl,Push1Pu11 [Pa] 5400/4000 � g pproved6yULfor:iiseasthie'load beeak: I disconnect required by NEC-690. QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION 10 - - _._ _ _ -_a _ __ _ -.. ._ <. ,. Compliance CA Rule21(UL 1741-SA) SCALE: AS NOTED UL 6.2109-1,UL1741/1EEE1547,FCC Part 15 Class B. ICES-0003 Class`B, LDEC,?�ityT sad.. ��/�//���y" m ��2__"���__R� o i CAN/CSA-C22.2 NO.107.1-01 PRAWN: JM IEQ61 215 2 016; �" �Ot iaoifci 0 This product is UL Listed as PV Rapid Shut Down E ui ment and conforms with NEC-2014and IEC.6173 0 2 016: ♦ / p q p Tnlsdvlaseee-n-pllee l C Horizontal 1180mm 1080mm 1208mm 673,3kg 28 pallets 26 pallets 32 modules NEC-20.T7 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC CHECKED: TWG win DINEN-50,a80_ ♦♦♦ packaging - 8 r and DC conductors,when installed according manufacturer's instructions. DATE: 07-30-2020 m"111l�n Vertical 1815mm '1156mm 1220mm 683k 28: allets 24 pallets.32 modules 9 p- p REVISIONS: packaging ' Nate 1ns19i&tonhsYrnt'ons rnst�a folloesd._See irenstiltaim mtliparatlrg n><nigy dretint 'lour t3t,"SnMoad;psrtraitfatutiw hfo �m ma pro s pr p aa dC pla solar N+odllas In twocwrelr3,tsts°kngmenodad�a+®+srnYre loo®nm arr®,rdoonae�,oa,les ore peiced norm,gycr.en�elN).Va,ce,a,dmoradBra ledlnf«rratlonn i,e docur,�,t rmmc,�'nya,d Trta,q;ora . hfem-era+`,a.ellebh a Q CELLS. ti DRAWING TITLE: Harwvha0CELL3GmbH $ LNo enforced DC/ACratio.See the com compatibility calculator at _it SOLAR PANEL& p y ns•/Jenr�asc com/en-ushia2port/inaduFe-com atibili X, Sonnenallee,l7-21,06766 6.itE�r(gltl-Wolicn,Gerrnsrry l TEL+49(0)349 466 99=2344 4]FAX EMAtLsales(gq-cells.com I W.�wwwgrc0Is.corn 2.:Noniinal voltage range can be extended beyond nominal if required by the utility. 3.Limits may.vary.Refer to local requiremerrtsto define the number of microinverters.perbranch in your area. INVERTER SPECS To learn more about Enphase offerings,visit.enphase.Com EN PHAS E. DRAWING NO. Engineered to Germany ��] CELLS ©2019 Diphace Energy.All rights reserved.All tr6demarks or brands used are the property of Enphase Energy,Inc. 2019-3-26 r I 0 3 le 00 SIGN BELOW N RESPONSIBLE GO00 PERSON. To ^� 00 CREWLU LEADER. Z L __ . a EMERGENCY z a _ CentruState Healthcare System 916 NJ-33,Freehold,NJ OT726 Q Phone:(732)431-2264 Q C m I �` -- -------- --- J MP}AZ,, .......... o I %�� s ,. .,.. ' ..,..R :::: SOLAR . RE '...".. ••... . . . . . . . SAFETY PLANS MUST .... 25 BE c) JOB STARTS AS PART OF THE PREPLAN Z KEY PLAN �_�'� O M Vf . PERMANENT ANCHOR — ........ .. P ......... .. ..... . :• -:-. -: :': : :r T.......... ....... .. TEMPORARY ANCHOR OF ' .......... INSTALLER LADDER L T'4/C . -27 j r.... .• I �: J. 'f AL97.". .". SKYLIGHT TEL zi .......... ... N I: s. . . :.k.'O I`:.`:: ......... t•' - ....' 49676 k .-.I•--. • RT(TYP) NO LADDER ACCESS O R,, k l: I;::' .... ...... STEEP GRADE OR GROUND ••- •.•.-.•.-.•.'.•.•. ... LEVEL OBSTRUCTIONS : :: 1 . :;:I: : I : :k::: . CD .,:...I. ... ...... TONAL : I :.,.:.:I•: _ - Reviewed and approved E RESTRICTED AREA Richard Pantel, P.E. - tructu DQ ::FiWTINb BELOYV .. . .. ••••• "' ••• `` <.' MA License No 49678 S ral/Electrical CONDUIT Project 9675 146* NOTES p ALL SOLAR INSTALLER CREW ON SITE MUST WEAR HARD44AT 4— WHEN IN RESTRICTED AREAS. ALL INSTALLERS ON IMF MUST REMAIN ATTACHED TO FALL RESTRAINT SYSTEM WHILE ON ROOF.EXCEPT WHEN ^' ASCENDING ROOF FROM LADDER V! INSTALLER TO NOTE LOCATION OF POWER LINES ON RAN IF t� NOT SUPPUE)ON THESE DRAWINGS E INSTALLER TO NOTE DISTANCE FROM GRADE TO ROOF GUTTER LINE AT LOCATION OF WORK TO BE PRFORNED INGS co FRONT O F HOUSE N NOTSUPP DONTHED ON EEDRAWIESE NGS INSTALLER TO NOTE LOCATION OF JUNCTION BOXIF NOT SUPPLIED ON THESE DRAWINGS L (/� _c O _a SAFETY PLAN U) > cc r O WORKERS SIGNATURE'S fII ALL SIGNAGE SHALL COMPLY WITH NEC 110.21 (B) AND CONFORM TO ANSI Z535.4-2011 LO c O PHOTOVOLTAIC SYSTEM PHOTOVOLTAIC. POWER SOURCE PHOTOVOLTAIC POWER SOURCE n NEC 690.31 (133) THIS WILL BE PLACED ON THE CONDUIT MAX.AC OPERATING CURRENT: SCALE: AS NOTED EQUIPPED WITH NOM.AC OPERATING VOLTAGE: DRAWN: JM CHECKED: TWG RAPID SHUTDOWN "' DATE: 07-30-2020 THIS WILL BE PLACED ON THE AC DISCONNECT REVISIONS: NEC 690.56 (C) THIS WILL BE PLACED ON THE AC DISCONNECT WARNING WARNING ELECTRIC SHOCK HAZARD WARNING:DUAL DO NOT TOUCH TERMINALS POWER SOURCE TERMINALS ON BOTH THE LINE AND DRAWING TITLE: `°" SIDES IN THE Installed By Vision Solar LLC. SAFETY PAGE AC DISCONNECT UTILITY METER &LABELS NEC 690.17 (E) THIS WILL BE PLACED ON THE METER DRAWING NO. THIS WILL BE PLACED ON THE AC DISCONNECT & MAIN ELECTRIC PANEL 0 MODULE SPECS: 0 " U 00 Q.PEAK DUO-G6 34OW gm o M AVE) 2Xb COLLAR T I E5 ® 24 OG �, WEIGHT = 43.87 LBS. °0 to AREA = 68.5" x 40.55" NOMINAL (19.21 SQ.FT.) ® 4.5' HEI6HT ^� eD MODULE = 43.87 LBS. OVER 19.21 SQ.FT. = 2.28 #/SQ.FT. 3- 3.5" —#10 D COMMON NAI L5 EA SIDE a FOOT SPACING IS 48" O.C. ACROSS PANEL WIDTH WITH 2 ROWS PER MODULE. CUT COLLAR TIES TO ALI6N WITH ROOF SLOPEMP 1 7:2 a TYPICAL LAYOUT PROVIDES AN AVERAGE OF 1.6 FEET PER MODULE. I Cr MODULE WEIGHT DISTRIBUTED PER MOUNTING FOOT = SOLAR MODULE Q 43.87 LBS. / 1.6 FEET = 27.41 LBS. / MTG. FOOT. J EGO X MOUNT " O FRAMING ANALISYS / 0 THE STRUCTURE FOR THE BUILDING HAS BEEN EVALUATED FOR THE ADDITIONAL LOAD OF SOLAR PANELS TO H BE PLACE IN SERVICE AND FOUND TO BE ACCEPTABLE. THE ROOF FRAMING WAS FOUND TO BE EXISTIN6 2xb ® 24" O.G. 55 4"0"(TYP) 0 > CONSTRUCTED OF 2X6 ROOF ® 24" ON CENTER WITH 1/2" PLYWOOD SHEATHING AND ASPHALT SHEATHED KITH 1/2" EXT. CO ARRAY SKIRT „ SHINGLES. THE ADDITIONAL SOLAR PANEL LOAD TO THE BUILDINGS ROOF HAS BEEN CALCULATED TO BE i LAYER COMPOSITE SHIN �V 5/16 LA6 BOLT 2.05 LBS. PER SQ. FOOT. THE NEW SUPERIMPOSED LOAD IS UNDER THE RECOMMENDED NOT TO EXCEED INTO RAFTER �`�H OF s �yo MAXIMUM OF 4 LBS. PER. SQ. FT. THUS MAKING THE ROOF CAPABLE OF SUPPORTING THE ADDITIONAL LOAD. we TEJ. LOAD TABULATION: FOR RESIDENCE ROOF JOISTS, 2X6 ROOF ® 24" O.C. ROOF SECTION 1 .4M y 1/2" PLYWOOD SHEATHING W/ SHINGLE ROOFING. SCALE: NONE IST��```°� 34 Q.PEAK DUO-G6 340W SOLAR PANELS WITH A WEIGHT 43.87 LBS. EA. TOTAL WEIGHT 1491.58 LBS. ADD 2x4 BRACING / � 70 MOUNTING POINTS WITH A POINT LOAD OF 21 LBS. PER LAG PIN EXISTING FRAMING TRUSS AT 24" O.C. Reviewed and approved PANEL AREA 19.21 SQ.FT. PER PANEL = .14 SQ.FT. Richard Pantel, P.E. DISTRIBUTED LOAD = TOTAL PANEL WEIGHT / TOTAL PANEL AREA = 1491.58 / 653.14 = 2.28 LBS. PER. SQ.FT. MA License No. 49678 Structural/Electrical MA CMR 780 SNOW 50 PSF Project 9675 MA CMR 780 WIND 127 MPH CAT 2 MOUNTING BRACKET SPACING MAY VARY FROM 20" — 48" O.C. CONTRACTOR TO VERIFY PANEL MANUFACTURER'S SPECIFICATIONS AND INSTALLATION REQUIREMENTS. FOOT SPACING SHALL BE MAX. 4'-0" O.C. 0 42 ADD 2Xb COLLAR TIES ® 24" OG E ® 3.5' HEI6HT N 3- 3.5" -#10 D COMMON NAILS EA SIDE N E 1.so" CUT COLLAR T I E5 TO AL I 6N WITH ROOF SLOPE M a)EGO X GOUIPLIN6 L 1.20"-2.0"Modules ® SOLAR MODULE _c O a m ECO X MOUNT (n i- O + + + + + + JECO X MOUNT "m E 0) ® Ada, r-1 ROOF SHEATHING EXI5TIN6 2xb ® 24" O.C. 95 0 � C — O + + " ARRAY SKIRT SHEATHED WITH I/2 EXT. Y. ^ � Q Q ETL LISTED TO UL SUB 2703 CLASS A 3"embedment I LAYER GOMPOS I TE SH I N6 O FIRE RATING WITH TYPE 1 MODULES. into rafter N 5/16" LA6 BOLT INTEGRATED ELECTRICAL BONDING RAFTER 4.15" 2.05" L FIXED WIRE MANAGEMENT TRAY 5.00" 1 T NTO RA F�p R SCALE: AS NOTED NORTH-SOUTH ADJUSTABILITY OF UP TO 4" DRAWN: JM TECHNICAL RACKING SPEC ECO X ROOF SECTION 2 CHECKED: TWG RACKING COMPONENTS: ALUMINUM, STAINLESS HARDWARE, DARK SCALE: NONE DATE: 07-30-2020 MATERIALS BRONZE ANODIZED UPPER SURFACE, MILL ? NISH LOWER SURFACES REVISIONS: FLASHINGS: ALUMINUM, BLACK POWDER COATED ? NISH GROUNDING/BONDING VALIDATION UL2703 - SEE INSTALLATION MANUAL FOR SPECI? C MODULE APPROVALS FIRE RESISTANCE VALIDATION UL2703 - CLASS A, TYPE 1 AND TYPE 2 MODULES DRAWING TITLE: MECHANICAL LOAD VALIDATION UL2703 — SEE INSTALLATION MANUAL FOR SPECI? C MODULE APPROVALS STRUCTURAL FLASHING VALIDATION ICC-ES AC286/UL441 RAIN TEST FOR ROOF FLASHING INFORMATION i:- 1" VERTICAL RANGE, 3.5" NORTH/SOUTH RANGE, DRAWING NO. CONNECT ANYWHERE IN EAST/WEST DIRECTION 15 YEARSA=3 ELECTRICAL SUMMARY 3� m LO MODULES STRINGING INVERTER JUNCTION BOX AC COMBINER BOX GENERATION METER PV AC DISCONNECT INTERCONNECTION EXISTEQUIPMENT�ICAL m o 00 ENPHASE ENERGY IQ7-60-2—US JUNCTION BOX ENPHASE AC COMBINER WITH MA SMART METER 60A RATED LINE SIDE TAP UTILITY METER ao ENVOY—Q METERED-WITH 45A FUSED MAIN SERVICE PANEL z HANWHA Q—CELLS Q.PEAK DUG-136 340 2 STRINGS OF 17 INTEGRATED RGM 120v / 240v 120v / 240v it a02 ENPHASE Q TRUNK CABLE Len '15' t 2 Length 3' t 3 Length 3' t 4 Length 3' t Q #10 AWG THWN-2 g 2 ILSCO INSULATION O #10 PV WIRE EMT CONDUIT 4) #10 AWG THWN-2 3) #6 AWG THWN-2- 3) #6 AWG THWN-2 3) #6 AWG THWN-2 I RCING CONNECTOR ' tf) #6 GROUND 1� #6 AWG THWN GND. 1) #6 AWG THWN GND. 1) #6 AWG THWN GND. 1) #6 AWG THWN GND. MAIN: 4/0 — 6 AWG 200A Z 1 EMT CONDUIT 1 EMT CONDUIT 1 EMT CONDUIT 1 EMT CONDUIT 600v to CONDUCTORS SHALL BE OUTGOING FROM EQUIPMENT LISTED DIRECTLY ABOVE. EXISTING ELECTRIC UTILITY METER OF sic ENPHASE AC COMBINER RI J. yG�, MODULES AND INVERTERS O TEL .� ts °\R O .DDx.ttf NAL elelu Reviewed and approved fl�Fll14 f f Richard Pantel, P.E. 8MMG y CROMN CpNNIZ101 MA License No. 49678 e e Structural/Electrical D o, E3 Project 9675 m m m m is m MA SMART METER m m Une on top load on bottom O PV AC DISCONNECT 4— . "3Z �' M L2 LZGND ^' fuiffU1L1I 1 }# CAII E EXISTING MAIN > (1)2 3 4 SERVICE PANEL L V) JUNCTION BOX CU ?> O a 1 CO Ern LO C: O oaa SCALE: AS NOTED Module-tD-Module Enphase Q Cable Accessories DRAWN: JM �WSu 0�m2II ft1m Pmvtnlbe 9vadal➢b CONDUCTO0.8f+EGifICAT110.8 CHECKED: TWG { .� :; A CetGDeaaen.. U1,306i(esv eaNe),UL9203( ue IIuen80eq OG talYa- ., -.. r ,� •�� � _.._�� _ . _. _ _. DATE: 07-30-2020 II c.p2.� v as xfscci uv ana�. :wd ea»:unws tea— _ REVISIONS: BmdRec� x;�. k GOMl tartYPe � TIINNTNWN-.tryJwet _. •� �- - -- .{ ri K '----J Dhnvincgn9mevtc 7twM UredquEC➢G091M NEC a{pt M.`yU.lorLm IIc trre bM-Etn6' 1ro„ GCO OCAaUTYV1U1/0QMR1NGQPnM8 � - ., � — —" epmeelpgzad MapNa IW/ mmvl Vottap Camu�IIpaGp WGodaly o:anmton Canscm Cv�¢pa eua (tremHw q-tl•ll 0 12A`AGIZ VAC' 13m(i.217 tt,-d- 240 q-12-t)-2a0 - 12 AWG(2TJ YAC 20m(i.>tU� laogaeape;fi0-:eYJ 2II0 �eal�mq,e . 0.12-20400 12'AYIGY277VAC 2.2m(T n) '(.ad.p etrzreo wo - DRAWING TITLE: mrque Oavq. E—AS.a CADIE ACCE890g20 ELECTRICAL Stln mlv Aibr u— umllumabm Daecrlptivn - --Shift-to-Modute --vwmPewemW^dnp _._ • gwOCobb Q121MY"90 380nbters2424WG blawltA _. — INFORMATION D-coxN iott uu m r pet. ... . •I� S FW!-wlf<ad CntM�tntD mNe) O.COY c _ MCFs rnmc iryO L� oy a _ lkeQr•� C.ie CID O-CLP 10G Wed f stars W 9 awing hoped sgnq =* DRAWING NO. tool - -0.OISC10 ... oiamrrsc:1eo11 m oe altget«Gcem e6e and ACrt AeAM �wuert r / •7dd .. "' 0 CN_ x p w?Vie. _ G SE ... .1-.. One eded 'va.h unu¢d tv vSl.np a- t���� 7 --- i r m1 .~.. _ gi[NM 1i7 y - ten k+nurrap is ue cash e. •1 . .� ., d, FV21oMGaWplot _ fCA22➢S12 C aPV.odW 9MCA"+'nr.crs to Iq Jc wt.Friends N2 FrieM PV2 tnilT'%acbper fCA 32D-525 C ate-' w^9 VTXewro:fnn®Iq WiW Itb FiMS W2' IxdkAeW cog etfYc A=4 .. QM.�ct ueaa FaNne-10CAdap1w(MCA) 0-0CC-2 0C dIIamrp me, ..I!T too 0t) `� - R^-{AIICelnt➢t DL A6Klm!(lffl7 q'➢G.-S- - - ➢S adIIpta tptRI(R1n`O?itge iCLYJL'J GENERAL NOTES , 11.5 kW Photovoltaic o N ELECTRICAL NOTES 3 1. USE "SCHEDULE 40 PVC" CONDUIT FOR LOCATIONS WITHIN 1 MILE OF SEA WATER. Roof Mount System for: ga 1. NO NEW CONSTRUCTION IS BEING PROPOSED, PV SYSTEM IS TO BE P MOUNTED ON EXISTING ROOF STRUCTURE 2. ALL INVERTERS AND MODULES ARE LOCATED ON 'ROOF MOUNTED ATTACHMENT SYSTEM. John Giardi 00 2. SOLAR PANELS SHALL NOT EXCEED ANY PART OF ROOF EDGE OR PEAK. 3. CONDUCTORS COPPER UNLESS OTHERWISE NOTED. 1 Autumn View Salem W 00 4. CONFIRM LINE SIDE VOLTAGE AT ELECTRIC UTILITY SERVICE ENTRANCE z 3. CONTRACTOR SHALL OBTAIN ALL BEFORE CONNECTING INVERTER AND ENSURE PROPER OPERATIONAL MA 01970 LO Z a BUILDING AND ELECTRICAL PERMIT ONCE THE PLANS ARE APPROVED RANGE REQUIRED BY SYSTEM INVERTER. INVERTER AND ENSURE PROPER FOR CONSTRUCTION. CONTRACTOR SHALL OPERATIONAL RANGE REQUIRED BY SYSTEM INVERTER. PRESENT PROOF OF INSURANCE, PROOF OF CONTRACTING LICENSE,AND WILL SUBMIT A CHECK IN EXCHANGE FOR THE NECESSARY 5, INTERCONNECTION TO UTILITY AND SYSTEM GROUNDING PER NEC-2017 ARTICLE 690. PROJECT DATA QJ PERMITS, ALL FEEDS SHALL BE REIMBURSED AS PER CONTRACT. IBC - 2015 IRC - 2015 6. PROVIDE SIGNAGE AS REQUIRED BY NEC-2017 ARTICLE 690. BUILDING CODES NEC-2017 IECC -2015 `` 0 4. THIS PV SYSTEM INSTALLATION IS SUBJECT TO INSPECTION BY THE 7, ALL OUTDOOR EQUIPMENT SHALL BE A MINIMUM OF NEMA-3R RATED. 1 0 BUILDING OFFICIALS, CONTRACTOR AND OWNERS, BUILDING USE: OWNER'S REPRESENTATIVES AND MULTIPLE OTHER STAKEHOLDERS 8. PV CIRCUITS ONLY. NO OTHER LOADS SHALL BE APPLIED TO THIS PANEL EXISTING: R5- RESIDENTIAL y' OTHER THEN PC COMPONENTS AS PER NEC ARTICLE 690. CONST. CLASS 5-B UNPROTECTED 5. THIS PROJECT SHALL CONFORM TO THE FOLLOWING CODE VERSIONS: 9, EMT MUST BE SECURED AT LEAST EVERY 1OFT. AND WITHING 3FT. OF EVERY OUTLET BOX, 2015 IBC - INTERNATIONAL BUILDING CODE ASCE 7-05 2017 NEC - PV SYSTEM SUMMARY - - NATIONAL ELECTRICAL CODE AC ELECTRICAL INTERCONNECTION JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER TERMINATION. SYSTEM SIZE 11.5 KW GUIDELINES LOCAL CODES OSHA 1910.335. 10.CONDUIT IS TO BE INSTALLED A MINIMUM OF 7/8" ABOVE THE ROOF. MAJOR COMPONENTS �of s 1 34 - HANWHA Q-CELLS Q.PEAK DUO-G6 340 ``�Pi J�cy�m 6. CONTRACTOR SHALL CHECK AND VERIFY ALL LINES, LEVELS, 34 - ENPHASE IQ7-60-2-US Tel �N DIMENSIONS AND SHOWN CONDITIONS, AND WILL BE RESPONSIBLE FOR THE CORRECTNESS AND SETTING OUT OF HIS WORK. THE ARCHITECT SYSTEM DATA: STRINGING Dig Rally signed by 4 8 Richard Pantel HAS NOT BEEN RETAINED TO PROVIDE CONSTRUCTION 2 STRINGS OF 17 Richa �USoTichardctonCPahtel opPC �. +STE��o� ' ADMINISTRATION OR SUPERVISION FOR THE PROJECT, AND IS NOT _A0141000001736 RESPONSIBLE FOR ANY DEVIATION AND/OR MODIFICATION TO WORK rd Reaso Iamth au �ONAI Reason:I am the author INDICATED, DETAILED, OR SPECIFIED IN THE DRAWING. ANY OMISSIONS °fihsdocumerd Reviewed and approved AND/OR DISCREPANCIES IN THE DRAWING NOTED BY THE CONTRACTOR FLASHING ECOFASTEN Pantel Location: PP Date:1101:o-oe-os Richard Pantel, P.E. / Q.PEAK DUO-G6 340W t SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO WEIGHT = 43.87 LBS. RACKING - ECOLIBRIUM SOLAR ECO X 14:5s-10:00 to License No. 49678 STARTING WORK. TILT & AZIMUTH structural/Electrical AREA = 68.5" x 40.55" NOMINAL (19.21 SQ.FT.) 022 PANELS ON TILT 26 DEGREES, AZIMUTH 007 DEGREES Project 9675 7. DRAWINGS - THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL MODULE = 43.87 LBS. OVER 19.21 SQ.FT. = 2.28 #/SQ.FT. 012 PANELS ON TILT 027 DEGREES, AZIMUTH 097 DEGREES ARRANGEMENT AND THE EXTENT OF THE WORK TO BE DONE, FOOT SPACING IS 48" O.C. ACROSS PANEL WIDTH WITH 2 ROWS PER MODULE. HOWEVER, THE EXACT LOCATION AND ARRANGEMENT OF ALL s_ COMPONENTS SHALL BE DETERMINED AS WORK PROGRESSES. TYPICAL LAYOUT PROVIDES AN AVERAGE OF 1.6 FEET PER MODULE. BUS BAR RATING 200 AMP O BECAUSE OF THE SMALL SCALE USED FOR THE DRAWINGS, ALL 42 REQUIRED OFFSETS, MODIFICATIONS, ETC. AS MAY BE REQUIRED TO MODULE WEIGHT DISTRIBUTED PER MOUNTING FOOT INTERCONNECTION METHOD GRID INTERACTIVE CLEAR STRUCTURAL WORK, WORK OF OTHER CONTRACTORS, OR 43.87 LBS. / 1.6 FEET = 27.41 LBS. / MTG. FOOT, OCPD MEASURES 45 AMP E OTHER OBSTRUCTIONS, MAY NOT BE SHOWN. THE CONTRACTOR ROOF STRUCTURE 2X6 ® 24" O.0 W HOWEVER, SHALL PROVIDE ALL NECESSARY OFFSETS, MODIFICATIONS, DC INPUT RATED POWER - DC SYSTEM RATING ROOF DETAIL GOOD CONDITION RATED POWER/MODULE) x (# OF MODULES) = DC SYSTEM SIZE DRAWING LIST W ETC. AS REQUIRED TO COMPLETE THE INSTALLATION AT NO 340 W ) x ( 34 ) = 11560.00 W U) ADDITIONAL COST. THE CONTRACTOR SHALL BE RESPONSIBLE TO A-1: COVER PAGE i cn INSTALL ALL ITEMS, ACCESSORIES, AUXILIARY SYSTEMS, ETC. CALLED OVERCURRENT PROTECTION CALCULATION A-2:ROOF PLAN NOTES & DETAILS CU FOR IN THESE DOCUMENTS WHETHER NOT SHOWN AS DETAILS ON (MAXIMUM OUTPUT CURRENT PER INVERTER x NUMBER OF INVERTERS) x 1.25 = A-3: STRUCTURAL INFORMATION O _N THE DRAWINGS. ALL ITEMS NOT SPECIFICALLY MENTIONED IN THE DOCUMENTS OR NOTED ON THE DRAWINGS, BUT WHICH ARE (OVERCURRENT PROTECTION MINIMUM SIZE) A A-4:ELECTRICAL INFORMATION NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE ( I x 34 ) x 1.25 = 42.5 A M C O INCLUDED. -PER NEC 690.8 A-5:SOLAR PANEL & INVERTER SPECS - E 8. DIMENSIONS - NO WORK SHALL BE EXECUTED FROM DIMENSIONS -EXISTING HOUSE VOLTAGE IS 240V I A-6:SAFETY PAGE & LABELS :3r-I � 4- p OBTAINED BY SCALING ANY DRAWINGS. EXACT DIMENSIONS, WHERE _ - -" 'T-7 --" �' r `� L0 4- Q NEEDED, SHALL BE OBTAINED FROM ACTUAL FIGURES ON THE • @ ' ARCHITECTURAL DRAWINGS AND SHALL BE SUPPLEMENTED BY * "` ' T O VERIFICATION OF MEASUREMENTS AT THE SITE. THE CONTRACTOR y Sm SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND FIELD CONDITIONS t' _ m I BEFORE STARTING WORK AND SHALL NOTIFY THE ARCHITECT OR o ��' '` o '^ , e 4 SCALE: AS NOTED OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. IF NO DRAWN: JM DISCREPANCIES ARE BROUGHT TO THEIR ATTENTION, THE CHECKED: TWIG p��r Ir1r CONTRACTOR ASSUMES FULL RESPONSIBILITY. w ^ I. it y : far for DATE: 07-30-2020 ROOF LOADS: .., o e �� e ' REVISIONS: MA CMR 780 SNOW 50 PSF "' �� r ��` 41 Autumn View F.: �Y c MA CMR 780 WIND 127 MPH CAT 2 Ott. 5 n, SOLAR ARRAY 4.0 PSF MAX ! f /c' 9`° ~`T DRAWING TITLE: THE EXISTING ROOF STRUCTURE HAS BEEN EVALUATED FOR .._ N 'a` r r �! ` �4' THE PROPOSED NEW SOLAR SYSTEM LOAD AND HAS BEEN - � I scS. o COVER PAGE FOUND TO BE ACCEPTABLE. N �' �" .o • �,; DRAWING SOLAR SYSTEM IMPACTING ROOF AS FOLLOWS: - SHINGLE ROOF - MECHANICALLY FASTENED RACKING SYSTEM SOLAR PANELS SYSTEM NOT TO EXCEED A WEIGHT OF 4.0 LBS/SQ.FT. - -- --�-- AREIAL VIEW LOCATION MAP: i . RACKING SPECS. LEGEND o N SYSTEM: FLUSH-MOUNT SYSTEM Y MATERIALS: ALUMINUM WITH STAINLESS HARDWARE MAIN SERVICE PANEL g g to FLASHING VALIDATION: ICC-ES AC286/UL441 RAIN TEST FOR ROOF 00 o n FLASHING ❑D AC DISCONECT ag GROUNDING/BONDING CERTIFICATION: UL2703 CERTIFIED - SEE rM_1 ELECTRIC METER LOCATION ^V) co INSTALLATION COMBINER BOX - APPROX LOCATION VIF. �' z MODULES FOR OFFICIAL MODULES APPROVALS C ORIENTATION: LANDSCAPE AND PORTRAIT JB JUNCTION BOX LO Z TILT ANGLE: FLUSH TO ROOF ROOF PITCH: 0-90 DEGREES S❑ SMART METER Of Q MECHANICAL LOAD CERTIFICATION: UL2703 CERTIFIED - SEE M❑ ELECTRIC METER LOCATION —I INSTAMODULES FOR I SOLAREDGE INVERTER MODULES FOR OFFICIAL MODULES APPROVALS ❑ADJUSTABILITY: 1" VERTICAL RANGE, 3.5" UP/DOWNHILL, UNLIMITED ® ALUMINUM QBASE LOW SLOPE MOUNT , . Zz SIDE TO 0 N SIDE WARRANTY: 15 YEARS ALUMINUM QRAIL MID CLAMP ATTACHMENT: ATTACH TO RAFTER WITH LAG SCREW FIRE RESISTANCE G RACING GROUND CONNECTION > VALIDATION: UL2703/1703 CERTIFIED, CLASS A, TYPE 1 AND 2 MODULES ECOFASTEN SOLAR SIMPLE GRIP OF W I yG� TEL 332" IST \� L C z Reviewed and approved 1 -------------- Richard Pantel, P.E. MA I 1 tr License le rical s 1 MP 1 Az2 � Structural/Electrical Project 9675 D SOLAR MODULI= M - o 1 - I N MPt I I I I E a� I I I I U) — r► � ca I „� I OI AZ: i N CIO 1 1 ICJ O N I I AF RAY 5K I RT (TYP.) _I I � "� > I > .� O Cn I I I I I � � E � I I I I I = e-i i i I I I I I I I Q Q I I I I I I EXIST. FRAHIN6 BELOW SCALE: AS NOTED DRAWN: JM 146" CHECKED: TWG DATE: 07-30-2020 REVISIONS: DRAWING TITLE: ROOF PLAN N NOTES & DETAILS DRAWING NO. FRONT OF HOUSE A o ., Pill 001 � _ z ,dyS�'".''7' ^.,�',.�,,,.;,�,.,r,yt ra,-..,�„„,..,�x,.^�,�.. .,.•"`" «�. a:;`.�•w 4�,a�A" ,?. 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