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HomeMy WebLinkAboutBLD-23-002992 ' 1 The Commonwealth of Massachusetts Board of Building Regulations and Standards FOR Massachusetts State Building Code, 780 CMR MUNICIPALITY USE Building Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: (v1• a13—QQ 9), Date Applied: � �/e/te � /�=Z�2ECEIVED in (Print Ni are Date Build' O cal Sig SECTI N 1: TE INFORMATION NOV 3 0 2022 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 29 Run Pond Road Rt1ILDING DEPARTMENT 1.1a Is this an accepted street?yes no Map Number Parcel Numbe By: — 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 El Private❑ Zone: Outside Flood Zone9 Municipal El On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: John Mazzone Yarmouth MA 02644 Name(Print) City,State,ZIP • 29 Run Pond Road (508) 361-6247 mazzoneelectric(1gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building m Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units I Other ® Specify:Solar Installation • Brief Description of Proposed Work2: Installation of 28 solar PV modules on existing roof. 10.36 kW DC , NO ESS smart meter to be installed and _ interconnected SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ 18,000 1. Building Permit Fee: $to Indicate how fee is determined: 2.Electrical $ 0 Standard City/Town Application Fee 10.000 0 Total Project Cost (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ �����/ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 28,000 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS 071992 05/09/2024 Philip McCarron License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 2 Shaylee Lane No.and Street Type Description Lakeville, MA,02347 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 401-203-4854 permits@beaconsolarma.com I Insulation Telephone Finail arldrecc D Demolition 5.2 Registered Home Improvement Contractor(HIC) 193103 09-16-2024 Philip McCarron HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 2 Shaylee Lane permits@beaconsolarma.com No.and Street Email address Lakeville, MA, 02347 401-203-4854 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 ll 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 Beacon Solar Construction to act on my behalf,in all matters relative to work authorized by this building permit application. John Mazzone 11/17/2022 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 applicatio e and accurate to the best of my knowledge and understanding. Philip McCarron 1 �--- 11/17/2022 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: I. 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/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" i f ....... fi , , to, Commonwealth of ,Irassachusetts Division of Occupational Licensure g Board of Building Ree ulations and Standards 1 I, - t.- ' ion 0 tr 0 ..' fisor 4„„,,,,,,„. 4,4 , 4 , 4iflittf,40. CS-071 992 liipires: 05/09/2024 , ,,,,,,,, , „,e, ,,,,,,,,41, PHI/LW' MCC4R.R ft , ' , --, " ';ii/2,,x1154, - / ,..,;, , / 45 4,;;;;;74'" x, ',;,/,t',/,•;, 2 SHAYLEE ,•,,,i, • /, /4:', - • , / ......, U‘KEVILLE kit 1'''44/ '' l iz d -40,6: / , -• ' /0 ,7,r.* ; //, ' / ///,/1//// /'/ / c //,/ 4!‘.01 IVAA //-z, Ccgmmissiorwr THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs ang Business Regulation 1000 WashingtonnStreet - Suite 710 Boston, Massachusetts 02118 Home Improvement trac r Registration ,, � I `:* ' Type: Corporation i .F ivommwom egrstration: 193103 BEACON SOLAR CONSTRUCTION INC T� Expiration: 09/16/2024 2 SHAYLEE LANE LAKEVILLE, MA 02347w '1 yea Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Corporation Office of Consumer Affairs and Business Regulation ton Street -Suite 710 1000 Washington Registration • Expiration 9 193103 v_ .09/16/2024 Boston,MA 02118 BEACON SOLAR CONSTRUCTIONINC 2PHILIP MCCARRLANON SHAYLEE LANE � i;' g4-„,C/./.., R_ ,c-- LAKEVILLE,MA 02347 Undersecretary Not valid without signature • • Aco CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 08/04/2022 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 have ADDITIONAL INSURED provisions or 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 NAME: Desirae Mitchell OE RUA-DUMONT-AUDET INSURANCE AGENCY INC H N Eat); (508)673 5808 [ A/c,No1: E-MAIL ADDRESS: dmitchell©rda-insurance.com 155 NORTH MAIN ST INSURER(S)AFFORDING COVERAGE NAIC# FALL RIVER MA 02720 INSURER A: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B BEACON SOLAR CONSTRUCTION INC INSURERC: INSURER D: 2 SHAYLEE LN INSURER E: LAKEVILLE _ MA 02346 INSURER F: _ COVERAGES CERTIFICATE NUMBER: 801045 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 IADDL SUER' POLICY EFF POLICY EXP LTR I TYPE OF INSURANCE INSD WVD POLICY NUMBER 1 LIMITS (MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCEDAMAGE T $ ---- - CLAIMS-MADE OCCUR : PREMISESO(Ea occurrence) $ _ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident)_ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS N/A BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ _._ AUTOS ONLY AUTOS ONLY (Per accident) — UMBRELLA LIAB 11 OCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE', N/A AGGREGATE $ DED I. II RETENTION$ : $ WORKERS COMPENSATION X STAT_UT__E_ ! OERH AND EMPLOYERS'LIABILITY E.L.EACH ACCIDENT A ANFI ERIMe ER/eARTNER/EXECUTIVE 07/21/2023 y r/N $ 1,000,000 (Mandatory6S60UB5R99184222 07/21/2022 E.L.DISEASE-EAEMPLOYEE $ 1,000,000 If Mandato in NH) OFFICER/MEMBER EXCLUDED? N/A N/A N/A r DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/Iwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Evidence ACCORDANCE WITH THE POLICY PROVISIONS. Only AUTHORIZED REPRESENTATIVE rj Evidence MA 00000 Daniel M.Crowjey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents =s l=arr 3, I Congress Street,Suite 100 «"1'l,i Boston,MA 02114-2017 ,rzry!= www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual): Beacon Solar Inc./Bay State Solar Construction Address: 2 Shaylee Lane Lakeville,Ma 02347 401-203-4854 City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): t.Ox lam a employer with 20 employees(full and/or part-time).* 7. 0 New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. ID Remodeling any capacity.[No workers'comp.insurance required.] 9. Demolition 3.0 I am a homeowner doing all work myself[No workers'comp.insurance required.)t ❑ 10 0 Building addition 4.0 1 am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.0 Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 14.0 Other Solar pv module install 6.0 We arc a corporation and its officers have exercised their right of exemption per MGL c. 152,§I(4),and we have no employees.[No workers'comp.insurance required.) *Any applicant that checks box#1 must also fill out the section below showing their workers'cony,,.usation policy infomtation. 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: The Hartford Policy#or Self--ins.Lie.#: 6S60U B5R99184222. Expiration Date: 07/21/2023 Job Site Address:29 Run Pond Road city/state/zip: Yarmouth , MA 02664 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.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 Signature: ci ' Date: 11/17/2022 Phone#: 401-203-4854 . 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#: E projects@evengineersnet.com 276 220 0064 ENGINEERS http://www.evengineersnef.com 11/15/2022 RE:Structural Certification for Installation of Residential Solar JOHN MAZZONE:29 RUN POND RD, BASS RIVER, MA,02664 Attn:To Whom It May Concern This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report,the roof is made of Composite shingle roofing over roof plywood supported by 2X6 Rafters at 16 inches.The slope of the roof was approximated to be 9 and 10 degrees. After review and based on our structural capacity calculation,the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install.Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. Design Criteria Code 2015 IRC(ASCE 7-10)-CMR 780 9th Ed Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 131 mph PV Dead Load DPV 3 psf Exposure C Roof Live Load Lr 20 psf Ground Snow S 30 psf If you have any questions on the above, please do not hesitate to call. STRUCT ONL OA OF MAs,,, A� Sincerely, 4 VINCENT o MWUMVANEZA Vincent Mwumvaneza, P.E. CIVIL N1. 2 EV Engineering, LLC o � a 45- projects@evengineersnet.com ;f ��NAIENGck \o, http://www.evengineersnet.com Signed: 11/15/2022 • 1/1 WEIL "' EV projects@evengineersnet.com 276-220-0064 �► ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 11/15/2022 Job Address: 29 RUN POND RD BASS RIVER, MA,02664 Job Name: JOHN MAZZONE Job Number: 221115JM Scope of Work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing.All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet 1 Cover 2 Attachment checks 3 Snow and Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2015 IRC(ASCf 7-10KMR ii69th Ed Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 30 psf Wind Load (component and Cladding) V 131 mph Exposure C References NDS for Wood Construction STRUCT � . oNL ,b,\ OF M48,, VINCENT °s es MWUMVANEZA Sincerely, U CIVIL N/a IP 44, Vincent Mwumvaneza, P.E. !�' '' �` EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com Signed: 11/15/2022 1/1 111•1111 projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Wind Load Cont. Risk Category= II ASCE 7-10 Table 1.5-1 Wind Speed (3s gust),V= `mph ASCE 7-10 Figure 26.5-1A Roughness= C ASCE 7-10 Sec 26.7.2 Exposure= C ASCE 7-10 Sec 26.7.3 Topographic Factor, KZT= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= Degrees Adjustment Factor, A= 1.21 ASCE 7-10 Figure 30.5-1 a= 2.50 ft ASCE 7-10 Figure 30.5-1 Where a:10%of least horizontal dimension or 0.4h,whichever is smaller,but not less than 4%of least horizontal dimension or 3ft(0.9m) Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= -25.7 -36.2 -57.0 Figure 30.5-1 Pnet=0.6 x A x KZT x Pnet30)= 18.64 26.26 41.39 Equation 30.5-1 Downpressure(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= 13.8 13.8 13.8 Figure 30.5-1 Pnet=0.6 x A x KZT x Pnet30)= 9.99 9.99 9.99 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachement max.spacing= 4 ft 205 lbs/in Lag Screw Penetration 2.5 in Allowable Capacity= 512.5 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(lbs) Down(lbs) 1 4 11.0 185.2 142.9 2 4 11.0 269.0 142.9 3 3 6.9 272.2 89.3 Max= 272.2 < 512.5 CONNECTION IS OK 1. Pv seismic dead weight is negligible to result in significant seismic uplift,therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. 1/1 Ev projects@evengineersnet.com 276-220-0064 rl�i► ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing MI Pg= 30 psf ASCE 7-10,Section 7.2 pf= 21 psf Ce= 0.9 ASCE 7-10,Table 7-2 Pfmin. = 30.0 psf Ct= 1.1 ASCE 7-10,Table 7-3 135= 30 psf 40.7 plf IS = 1.0 ASCE 7-10,Table 1.5-1 CS 1.017 Max Length, L= 8.00 ft Tributary Width,WT= 16 in Dr= 10 psf 13.33 plf PvDL= 3 psf 4 plf Load Case: DL+0.6W Pnet+ Ppvcos(0)+PDL= 30.7 plf Max Moment, Mu= 213 lb-ft Conservatively Pv max Shear 142.9 lbs Max Shear,VU=wL/2+Pv Point Load= 212 lbs Load Case: DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+PpVcos(6)+PDT= 58 plf Mdown= 401 lb-ft Mallowable=Sx x Fb' (wind)= 1319 lb-ft > 401 lb-ft OK Load Case: DL+S Ps+Pp cos(6)+PDL= 58 plf Mdown= 402 lb-ft Mallowable=Sx x Fb' (wind)= 948 lb-ft > 402 lb-ft OK Max Shear,V„=wL/2+Pv Point Load = 232 lbs Member Capacity Design Value CL CF C; Cr Adjusted Value Fb= 875 psi 1.0 1.3 1.0 1.15 1308 psi F„= 135 psi N/A N/A 1.0 N/A 135 psi E = 1400000 psi N/A N/A 1.0 N/A 1400000 psi Depth,d= 5.5 in Width, b= 1.5 in Cross-Sectonal Area,A= 8.25 in2 Moment of Inertia, Ixx= 20.7969 in4 Section Modulus,Sxx= 7.5625 in3 Allowable Moment, Mail= Fb'Sxx= 824.4 lb-ft DCR=M /Mali = 0.40 < 1 Satisfactory Allowable Shear,Vail=2/3F 'A= 742.5 lb DCR=V /Vail= 0.31 < 1 Satisfactory 1/1 VIM projects@evengineersnet.com 276-220-0064 vim ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 36% Dpv and Racking 3 psf Averarage Total Dead Load 11.1 psf Increase in Dead Load 4.3% OK The increase in seismic Dead weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on information in pictures and a drawing set titled PV plans-JOHN MAllONE.The analysis was according to applicable building codes, professional engineering and design experience,opinions and judgments.The calculations produced for this structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. 1/1 1 / =gym 499Z0 VIN'213AI SSV8 w w .' 1 as aNOd Nflb 6Z i r t r PCIIJWOS]C ...a 7 W W .i 311 t r - W. 3 NOZZVIN MHOf R _,, SKOIS1.1.9N a ° E-: ¢" F z 3 Q ; fi N �; ` a. 4.1 �Wy F p F Cl) RI y! o YE ' - [°� w -,- `�Q o cn Q, 4nm ^5 g W G x ' x "' n R w ill g^ O F U L� a ,, m w 3 o ° f t N a L2 p '- o 2 w i i w a N� .^^� i-- 1 3 m g wg » u < n .. o u �/ i i w Q z 0 i y g 6 g Q x b s y n o g z fZ w g R F" - 1 Li a Lig9 z Q �i W 6" > n o �o o z w8s 44t za 5 g wgg . 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L sM i -SMART METER ' __ REVIEWER 66' 2' Irrvl -INVERTER p RUN l POND I\D O❑ -ROOF OBSTRUCTION P V-2 kg 4 #ge %leas 4 \\( .OH ONodNna6Z t } » 9 / .00 ! . $ * v| - ! 11 - \§ 3N)ZZV1' NHm § ® / ; / — � & w z. | 0 w < / 'o R OZ( 2 / / \ \ \ { ) T , . / / w U W \/ƒƒ7 ƒ o� z 2 3 © G z 2 U / ? UJ 1 2 ^ 6 ± U ± 0 CO LU O / / U2 / / 3 / / 2 ± ± 0 ) On _ / :I 2 ` 6 m1A111111.1.1r0 01311111.1i12Mo . w—_,. e $ cocc . . . C) Alr co1:21i Cr\eJ Jk o .. 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DU 0 O W Z2 T O o1¢ooa .16/ 3 § g 1 - R, A B EA CO N 2"x6" RIDGE BEAM REVOLUTIONARY CONTACT. SO643 2"x6" RAFTERS @16" O.C. REVOLUT N DRIVE,UNITLEAST TAUNTON,MA 02T16,USA 2"x6" RAFTERS @241 O,C. ^ - --__ _"Y ... -- 211-6EE sr�lI! �_�_,_----����/ LIB co Ii z ci ry IYo N z2 1/2" PLYWOOD SHEATHING a w z l' N Q 0] 7 SIOIMTURE MAIM SEAL STRUCT L ONL 4�``NOFM4S4,9 c'f . VINCENT 6� o MWUMVANEZA N CIVIL 3 ..f ONALOC' MODULE TYPE_ DIMENSIONS&WEIGHT Signed 11/15/2022 s E NUMBER OF MODULES=28 MODULES ',1 Y ti MODULE TYPE=STP370S-B80(370VV)SUNTECH SOLAR • WEIGHT=44.8 LBS/20.3 KG. MODULE DIMENSIONS=69.1"X 40.9"=19.63 SF EQUU•AIESTSPIA'IFIt'AT'IOSS ROOF SPECIFICATIONS SYSTEM INFORMATION ROOF INFOR%IAITON i W EOLIENT OESCRIPRON QUANTITY DC SYSTEM SIZE 10.36 KW ROOF ALL FERIAE COMPOSITE SHINGLES ROOF QUANTITY SLOPE A''/.l\IU'FIE MOOIAE STPHIOS41e0070VA SUNTECH SOLAR 26 AC SYSTEM SIZE T.6 KW ROOF CONDITION GOOD ROOF 1 IS 10' 206' PERMIT DF.VF.L1?PF.P. OPTIMZER P401 SIXAREDGE POWER OPTIMIZER 26 ROOF 2 10 Or 266' INVERTER SOIAREDGF SEISOOH-US ISNERTER 1 RAFTERS2'%6'st6'O.C. DATE 11NY20D2 ATTACHMENT BOX 600 V.NEIM SR UL LISTED I y O.C. SPACING DESIGNEROAJ AC DISCONNECT AC DISCONNECT 240V. 1 60A.UNFUSED.NEMASR.UL LISTED REVIEWER AC DISCONNECT AC DISCONNECT 240V,SOA,FUSED WITH 1 tlA FU6ES,NEMA OR.UL LISTED ATTACHMENT SNAPNRACK SPEEDSEELFOCT 67 STflll(TI'RA I.I)FT\II., PV-5 RACKING SNAP N RACK ULTRA RAILS • 7 1S �S 1 � �' 4;^ 499ZO VW' 13AIa SS` EI W `� " '021 aNOd Nn i 6Z W i .ws n°u111.53o naa i a / a s 3NOZZVIti NHOf W }_ ol 11 r l os $ IA ra _ RR Z . -1 LL 9, il gw r N : ii v1nn i 2 O- R> e ' JO W...1111 O 6 > ,' F w W p W 5 m In I � () O G LL p U a » m I 1 O I ~ I 1 i� 0 (1) -- sw2P z LL z 1 iLLJ S 1 al.% I V • z . � 1 5 W 1 caw= Y f, !..1Y _ w on0s - © ' , - v 5 F ■ ■ 3 E1 ' os : ■ ■ � g y I 2 r 1 gg w I JE 2 ?LI :1 O F j aww1 -43 13 U Jw r IO =5 I mRw N u d d A I--______ I al 1 1I W i ll 'g CS() 0.0 , S r 4 fj+ o u a I i ? 1p a I m E- 3 g oK n V O : i i M Up C Y O 7 7 � 19 ► rr•enrr g Elittt 0 : $w ill rts11,,J61 �_ { e•lare rra+nre 1 < i i 1 2 P, Imo: :`";4w`� :Lulu ma GENERAL ELECTRICAL NOTES. •' , tC:\LCALCULATIONS: 1. THE DC AND AC CONNECTORS OF THE SOLAREDGE SE7600H-US INVERTER ARE LISTED TO MEET REQUIREMENTS AS A URR ENT CARRYING CONDUCTOR DISCONNECT MEANS AS ALLOWED BY NEC 690.15(A). - - - - - - P] A(:)N (A) BEFORE INVERTER_-_ 2. OPTIMIZER BRANCH CIRCUIT CONDUCTORS ARE MANUFACTURED PV WIRE LISTED.THEY ARE ROHS,OIL RESISTANT,AND W RESISTANT.THEY CONTAIN 10 AWG CONDUCTORS OF TYPE THHN/THWN-2 DRY/WET AND CERTIFIED TO UL3003 AND AMBIENT TEMPERATURE-28°C NEC 310.15(B)(3)(C) UL 9703.THE CABLES DOUBLE INSULATED RATING REQUIRES NO NEUTRAL OR GROUNDED CONDUCTOR. 2n CONTACT' Evow'SOS•7NARY oR�VE2UNIT TEMPERATURE DERATE FACTOR-(1) NEC 310.15(B)(2)(a) 2.EASTTAUNTON.MA DPW USA 3. ALL METAL ENCLOSURES,RACEWAYS,CABLES AND EXPOSED NON CURRENT-CARRYING METAL PARTS OF EQUIPMENT GROUPING FACTOR-(1) NEC 310.15(B)(3)(a) SHALL BE GROUNDED TO EARTH AS REQUIRED BY NEC 250.4(B)AND PART III OF NEC ARTICLE 250 AND EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO NEC 690.45.THE GROUNDING ELECTRODE SYSTEM SHALL CONDUCTOR AMPACITY: ADHERE TO 690.47(A) =(OPTIMIZER 0/P CURRENT)x 1.56/A.T.F/G.F ...NEC 690.8(B) 4. PV SYSTEM DISCONNECT SHALL BE READILY ACCESSIBLE. = 7 1.56]/0.96/1 5. POINT-OF-CONNECTION SHALL BE MADE IN COMPLIANCE WITH NEC 705.12 til = 24.37A z CC N SELECTED CONDUCTOR-#10 THWN-2 ...NEC 310.15(B)(16) a o 6. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE N ❑ < (B) AFTER INVERTER: ENTRANCE. 2 OZ - - 7. MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.OPTIMIZERS CONFORM TO AND ARE LISTED UNDER UL - W TEMPERATURE DERATE FACTOR-(1) 1741. ;L Z > GROUPING FACTOR-(1) x D 8. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6(C)(1)AND v CONDUCTOR AMPACITY ARTICLE 310.10(D). NU) =(TOTAL ENV 0/P CURRENT)x 1.25/096/1...NEC 690.8(B) 9. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE 310.10 m =((32x1.25]/0.96/1 =41.66 A (C)' SELECTED CONDUCTOR-#6 THWN-2..,NEC 310,15(B)(16) 10. LINE SIDE TAP DISCONNECTS MUST BE LOCATED NO MORE THAN 10 FEET FROM THE TAP POINT PER NEC 690.15(A) Y. PV OVER CURRENT PROTECTION ...NEC 690.9(6) 11. ALL DC WIRING RUNNING THROUGH THE BUILDING SHALL BE ENCLOSED IN METALLIC CONDUIT IN COMPLIANCE WITH SIGNATURE WIEN SEAL NEC 690.31(G).THIS REQUIREMENT SHALL APPLY TO OPTIMIZER-BASED SYSTEMS,BUT SHALL NOT APPLY TO =TOTAL INVERTER 0/P CURRENT x 1.25 MICROINVERTER-BASED SYSTEMS. =(32 x 1.25)=40 A SELECTED OCPD IS 40A 12. A 10 AWG CU EQUIPMENT GROUNDING CONDUCTOR SHALL BE USED TO BOND RAILS AND OTHER ROOFTOP EQUIPMENT. THIS CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY RUNNING UNDERNEATH THE ARRAY.IF THIS SELECTED EQUIPMENT GROUNDING CONDUCTOR(EGC)=#10 THWN-2...NEC 250.122(A) CONDUCTOR IS UNPROTECTED FROM PHYSICAL DAMAGE,THE CONDUCTOR SHALL BE INCREASED TO 6 AWG CU. GROUNDING NOTES: PV MODULE AND RACKING GROUNDING AS PER APPROVED INSTALLATION PRACTICE AND IN LINE WITH MANUFACTURES GUIDELINES. a _ a • Y O PERMIT OF VELI TI'ER DATE I1AO4i2022 DESIGNER bV REVIEWER ELECTRICAL CALC 1'LATIONS PV-7 r x _ 499ZO VW'2i3AI I SSVB - g , w¢F 'Ob ONOd Nnei 6Z i = , CO (,Y,j ��`\_zz`�^' ,` ��()( 3 1010 NO11.80530' '3M U 0 !. co u 0— w U w Z V) LI _ _ __ I Z il FaG R `= Z wo O ( z • = Q F el a� a V '' Ur � WO taj F [ ? U ¢ ' = _ 7 4 j' i: i uw lir . N ce V) d Z �ov2 hh a- s 1iW1i1L D U WW c 0 ,Y< G F< a s z _,_ m$�o4 �� W z a 0 = Z Z =< w C Z I- W 03 U .- w Z V) F U U C: ¢ Z W 2 0Z rat in C Z Q a i... Z Gr.' C r W 0 w Z F ztu,0 EnZ(S]_ 2 w0 Ojtm W Q r= ,, w J U Fo oZ's > F Q~ Q Z In 0 i�a_..- O r3.. U` ja w :\ 1� J LCi o Jr°w1- / O r O Y Z I a p z - Z Fso m � = Q = o�f .tea .r CwW — x Q . -= 3 = _: w m in i Lzi _ Zoo E. =w ' ow= o W z � o fw o0 u"' k 0 In U. z U 7 Z O U U O Z w \ CC I K IA: C - I... Li.] MTV ZaN fo JJ d Fd y 1� U o0 w W 7 .z„ b99Z0 VW'b3nlb SSt19 g, _ i g Ca ad QNOd Nf12i 6Z G) iZl Oo< S 31tl0 wue4gc]a naa S Q �� 3,NOZZVi� Fk)I' o E 31 s:rolsl.tiatt W1 0 - i v.._.. / ; A.� zr l". '. ' 'I:VZZI .LF'.;,.t--,.-,,1 rrig" it r 1 u I :g-.I,.,. AoO¢& rn 1 v s' E ti Ai 3 > r � Ms.J e a , T 1 • a > � � h 3E Ft ,tl., .. - m E - E so F. 1 E $ E!y. b m v� ,Iv f j E -, E .. k ' '3 .v d S 3 6 Z 1 &t - ; , ? :i .1-- ki -8 E E ' 3 s0,2 • ?s Y d T $' c Etto5r.Y E k 0.g E E # . E a 5 X k g }.cEE EeE a uE E E AEE k} EE 3 oXEE a1A J di i FS ( a3LL 0 0ioHf 16' " tt LJ / g I .2 dfi $qq" o ` g o xE -vig B tO 41 Jg =y - O m E I - € vim" _ aO ° a ts a S W l ;in ,, _ ! itgICi IIIen a �¢ r : - lit-I F $ q M jlc Y q I $i.. .a ill ##a E is F a 4' 0 0 . a a a E J g= e a E D, a` a t „ u. J ;a c roc <a if! W c aidW ° 0-2 gt T5 3 o Si J Nor a r �'Dill! G w m.Q. - .3 i, �O 9 E pJfi opt c. °. ;. ° �E� . as 4f1 3a°/A�: ° ...: 8 LL '4'2 E BEACON Power Optimizer '•111111111111111101 T For North America CONTACT 508 738 8112 v ',EAST TAUNTON,MA 02718,RELUTIONARYI UNIT Power Optimizer O P320/P340/P370/P400/P401/P405/P485/P505 P370 For North America Optimizer model P320 for high (for higher- P400 P40(for P405 P465 PSJS (typical module (for 60•<ell power Power (for 72& power W dor high. (for high• (for higher 60 and 72- 96-Coll voltage voltage current P320/P340/P370/P400/P401/P405/P485/P505 cnmpatib6 y) modules) 60-<el cell modules) area 72 sell modules) modules) modules; -modules) modules) odules) m INPUT r1L) - co co Amar VEAR M,.an.Tsnecc,.,.c e,Mr ___. t e[ .,_.. .::. _ er ___•. _. N a' O 25 Rex as 1a et PPr o1x rg _ _6<s n n +ew _ s l _- z ea ror_. N Z WARIWl1V O '`� 1. 1 __ _ `r O • we,vy ... _ ..... z... 9g5 _ .... ..... 1 s1._ G d LLLI xa z Z ill) 73 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) C O IX Ms +-. vh N Q eat `V __. .... r/\� OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOIAREDGE INVERTER OR SOLAREIXiE INVERTER OFF) [D STANDARD COMPLIANCE .. �� ri CC 4arn t B EC6 CWE2 EC5 G00-43 N «. 3, /_. _.._. , SIGNATURE 5NTN SEAL wN•_a u Potts Ass m NIETALEATION SPECIFICATIONS 73 Mat, r M(do -.... ',mad, NN rn1I h erters fin.en .N; ..:19 3 ..1ST;.,.'.i .1N S3 351 e5. 3155 546,69; rn' 1 6.1.3 hl 1M 125+159 9 ,51.63.'9 5 6a.:3 in •.Sight latluM3<atlesl 630/1. __._. Inprt Comoros MCa'^ 5 IN dual ,A s,p,save y --- pw ca Output Woe hape a Conneetse M. r/ .a Olrt,il WirC L6P9th 0 95 1 12/30 /4 V Orz'e 5 Temperature ,rge' C B iNE':. 95 1— r • eYan Ratry ..... __. IR68/NEMA6R --.. .._ PV power optimization at the module level R,,er„no, 1 / Specifically designed to work with SolarEdge / Fast installation with a single bolt °P sat vat ess inverters r :a,e / Next generation maintenance with module- / Up to 25%more energy level monitoring amo 'enoexo,,eas.e 3,, w. pane ee,O.9.VV.,or,,,...,r xx,.,e,.r.vra..-. ..su`..- ..a .<, .am z / Superior efficiency(99.5%) / Meets NEC requirements for arc fault PV Systen,Design Using Single Phase Three Phase for Three Phme 1, Single phase protection(MCI)and Photovoltaic Rapid a SolarEd•e Inverter ' HD Wave 208V grid 277/4BOV•nd / Mitigates all types of module mismatch losses, Shutdown System(PVRSS) -. from manufacturing tolerance to partial m.ef:6,-,:er.i -- — -- - -- - 40 65 ,D5 6 ,_ _M shading / Module-level voltage shutdown for installer Ma.� ry enrm; a..wwr 5 -4- and firefighter safety 5700(OM vrth l / Flexible system design for maximum space Na.im Rme ma Stray sE un E.w• 5255 6N' Ws, w utilization v mr a`oa 'tivi F rr _ --.. -.._-.._ c,,. :s':m,k ....,G artsas ...,:.an,ur.nmv rKro�;M,ersar..,>r PERMIT DEVELOPER xa DATE II/e2022 JP v solar- . . _ mm".a rt aa_, eau., " 'r• ..° solaredge.com / DESIGNER aAz V- RoHS ...O k REVIEWER UI'TISIIZER DATASHEI C PV-10 J t Single Phase Inverter B ""'" ON F� with HD-Wave Technology for North America CONTACT:508-738-8112 107REVOLUTIONARYDRIVE,UNIT LEAST TAUNTON,ALA 02718,USA SE3000H-US/SE3800H-US/SES000H-US/SE6000H-US/ Single Phase Inverter SE7600H-US/SE10000H-US/SE11400H-US with HD-Wave Technology SE3000H-US SE3BOOH US SE5000H-US SE6000H-US SE7600H-US SE10000H US SE1i400H US m OUTPUT LI%0 iu' SMO 07c3a Ib t, C)l6w1 3CIX, U 7nlC ifllU4 =i„. 0. V :. i)�i•203'J I :kTa eY 208 'WCC a�XiN V (2.) � p -tULG Aiwa.'.dUv 5,� NXYI NI ldtl 7 :fM ,I,xA.i3 b 'JA cg for North America70 4 33o]gNBY Sr2Asv Avi 0Msv Z NCC o SE3000H US/SE3800H US/SE5000H US/SE6000H US/ 011 µ A .„ : _-- N o < SE7600H-US/SE10000H-US/SE11400H-US E ^" 519 .-- ---- — *4 o 1 mAL..9900.>. .9.I 4 05 t r ?fa v m cn y c. OD INPUT Mricirnan DCRw 4T2Rv ileaiic cs . :R • -..I t YY ndtd _... ___. ...... Y __. _.. _. n._ _�-' a,r.:r i, 1a,. 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IJ 6G 3 nry•:m.w'SiRty'.vi¢I� ';.t,i 3 " / Integrated arc fault protection and rapid shutdown for I Optional:Revenue grade data,ANSI C12.20 :1,suet/..,I:, 22/.a - as+.J 0 i i 33e/'5 R,.'ia NEC 2014 and 2017,per article 690.11 and 690.12 Class 0.5(0.5%accuracy) 1 A5B ' s _-- ---- - -'U 'FA • UL1741 SA certified,for CPUC Rule 21 grid II _:a:ae lUr,ge r -nu a5 to•r" /0, _m. - PERMIT DEN,F,I�17'I� compliance «.�,,_ A _`.. „e:ter a 99 S0E0 599,1 :,t,e:,,RYA rr.N.Wee.S.,,;It:: '..:y':u'.a, DATE 11101R022 . • • w,W , AJ solaredge.com solar DESIGNER O,.a..., a, �S. .em�...' .n,x.emaue fu,...v.m. + r. w •y„µe i - ne, ': '—"'-,««.wmci,.-• RoH5 REVIEWER :,'/ERTE.N 1,.1-I-\SHEEP PV-11 t I' DESCRIPTION: DRAWN BY: BEACON SNAPNRACK,UR-40 RAIL mwatkins REVISION ..t NooDlmg S.Jiut,,,,,, : CONTACT,SOR•731,8112 147 REVOLUTIONARY DRIVE,UNIT PART NUMBER(S): MAST TAUNTON,MA 02718,USA 1 232-02449,232-02450 B,232-02451 ] r-,1 co UR-40 RAIL PROPERTIES .SKU FINISH ts1 a <N Z 232-02449 MILL < 0 E 232-02450 CLEAR .'2 (11_ CC 232-02451 BLACK w Z z > X D w Cr) ...- ... . ..- 1 ,..„..._ ,--- ....„........-_, : ...- .IGNATURE WITII SEAL [ 1 1. 1.500 H .750 ---.., • ,,..- ( i 1 / r \ I . a SECTION PROPERTIES I I i 1 i 1.624 l' ' \ : . A 1 0.35710 I 4 .. i CENTROID Ixx I 0.125 in' K ;IYY I 0.132 in' . , ' . , ,..., . Sx(TOP) , 0.150 Ina i 1 .792 / : . • ..t.., E Sx(BOT) I 0.158 In3 • „ ,Sy(LEFT) 1 0.175 In3 , 1 k . I Sy(RIGHT)' 0.175 in3 . .• . • i • ALL DIMENSIONS IN INCHES 1 MATERIALS: 6000 SERIES ALUMINUM OPTIONS: PERMIT DEVELOPER DESIGN LOAD(LBS): i N/A CLEAR/BLACK ANODIZED -----1 —t i DATE 11/04/2022 ULTIMATE LOAD(LBS): i N/A [MILL FINISH 1 TORQUE SPECIFICATION: 1N/A LB-FT I BUNDLES OF 144 1 DESIGNER OAJ CERTIFICATION: JUL 2703,FILE E359313 BOXES OF 8 REVIEWER WEIGHT(LBS): i 5.85 , 1 . RACK1N(; 1)A-1AS/this:I PV-12 . . . 1 4- 0 13EAGON DESCRIPTION. DRAWN BY: DESCRIPTION: DRAWN BY: CONTACT.SOS 7)S 8112 A. 107 REVOLUTIONARY DRIVE,UNIT SNAPNRACK,ULTRA RAIL SPEEDSEALT"'FOOT mwatkins SNAPNRACK,ULTRA RAIL SPEEDSEALT'FOOT mwatkins AST TAUNTDN.NUDnle,USA Solar Mounting Solutions Solar Mounting Solutions REVISION: REVISION: _.. PART NUMBER(S). PART NUMBER(S): .wY., = 242-02163,242-02167 242-02163,242-02167 Z. oN - cC O \ — 1.37 _ N Z _:, .30 _ - _ .- .38 �? \ _ _ - 0_ t -. . > 1ula - 0) rz �I 0,< + 5 �" 1.00 n a yy,,, ! N J_ `7� SLOT `° CO Q Cr Iil'.4 t 3.05 jilt .....1.... i 5! F� - it ,- , 516N5NRE NIT'SEAL 14 1 5 \ f I 7 + 25 ,L f /�/ / i- i /, }, 2''3 ...- 2258 3.20 F 4l / ): 0.33 ' 1 R1.12 S •• aryl : 1 1.21 + 2 �� 1 i 1 / PARTS LIST 1.J9 z ITEM QTY DESCRIPTION 1 1 SNAPNRACK,SPEEDSEAL FOOT,BASE,SEALING,SILVER/BLACK 2 1 BOLT,FLANGE,SERRATED,5/16IN-18 X 21N,SS --- 3 1 SNAPNRACK,RL UNIVERSAL,MOUNT SPRING,SS ''. 4 1 SNAPNRACK,ULTRA RAIL MOUNT THRU PRC,CLEAR/BLACK rc • 5 1 .SNAPNRACK,ULTRA RAIL MOUNT TAPPED PRC,CLEAR/BLACK 1.50 MATERIALS: DIE CAST A380 ALUMINUM,6000 SERIES ALUMINUM,STAINLESS STEEL {TWIT I TFVFI,:TPEH DESIGN LOAD(LBS): 802 UP,1333 DOWN,357 SIDE OPTIONS: ULTIMATE LOAD(LBS): 2118 UP,4006 DOWN,1331 SIDE CLEAR/BLACK DATE 1.1/2022 TORQUE SPECIFICATION: 12 LB-FT DESIGNER OAJ CERTIFICATION: UL 2703,FILE E359313;WIND-DRIVEN RAIN TEST FROM SUBJECT UL 2582 REVIEWER WEIGHT(LBS): 0.45 ALL DIMENSIONS IN INCHES .__. _... __... _.. \IT.\+11\II.T1' I'll.\,1II,F"I PV-13