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HomeMy WebLinkAboutBLD-23-001325 ira-1 i e-/-- o PI / ... &RV/0 ilak ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 4N. 508-398-2231 ext. 1261 Fax 508-398-0836 i 1 Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling i 1 E D E I V E D This Section For Official Use Only Building Permit Number: ,raj-13 -O c)d33,75 Date Applied: SEP 12 2022 L'L t LA RT M E N T Building fatal(Pr' tName) Signature Date_____._ SE TION :SITE INFORMATION • 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 39 Mariners Lane 1.1 a 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 t 1.6 Water Supply: (lvi.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: — Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yesO SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Patricia Mechlinski Yarmouth MA 02675 Name(Print) City,State,ZIP 39 Mariners Lane 774-254-4493 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK(check all that apply) New Construction CII Existing Building❑ I Owner-Occupied 0 1 Repairs(s) 0 1 Alteration(s) 0 Addition 0 Demolition ❑ Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work2: installation of 25 solar pv modules on existing roof. 9,125kW 6 -I-/ 64-p or'i't✓r' I. 1 --' `:i:a- SECTION 4:EST'IMATED CONSTRUCTION COSTS. • Item Estimated Costs: (Labor and Materials) Official Use Only 1.Building $ 15000 1. Building Permit Fee:$ /0 _Indicate how fee is determined: 2.Electrical $ 12000 0 Standard City/Town Application Fee 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: i�L O Z 23611 5.Mechanical (Fire . Suppression) $ Total All Fees:$ ' 6.Total Project Cost: $ 2 A ,UUU Check No. Check Amount: Cash mount: 0 Paid in Full 0 Outstanding Balance Due: L t 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 2 Shaylee Lane List CSL Type(see below) U 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.cutn I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 193103 9/16/2022 Phillip McCarron HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 2 Shaylee Lane permits@beaconsolarma.com No.and art La Levi le , MA 02347 401-203-4854 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 PER.t'VIIT Philip McCarron/ Beacon Solar I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Patricia Mechlinski 9/6/2022 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 application is true and accurate to the best of my knowledge and understanding. Phillip McCarron 9/6/2022 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" §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 39 Mariners Lane Yarmouth MA Work Address Is to be disposed of oat the following location: 147 Revolutionary Drive East Taunton MA Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. FINA- N4, 9/6/2022 Signature of Application Date Permit No. Commonwealth of Massachusetts Division of Occupational Licensure Board of Budding RcTulations and Standards H. ► T}S , Onst +iso CS-071992 f* # ires: 05109/2024 ids � s %. PHI LIP MCC R ;4: 2 SHAYLEE AN LAKEVILLE isijA OMmiss oref IQ __ ' . __�____ � ' . n�� '___ ~. �. � _- ` ' -- -_ � Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Corporation Registration: 193103 BEACON SOLAR CONSTRUCTION INC Expiration: 09/16/2022 2 SHAYLEE LANE LAKEVILLE, MA 02347 Update Address and Return Card. Office of Consumer Affairs& Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE: Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 193103 09/16/2022 1000 Washington Street -Suite 710 BEACON SOLAR CONSTRUCTION INC Boston, MA 02118 PHILIP MCCARRON 2 SHAYLEE LANE LAKEVILLE, MA 02347 Undersecretary Not valid without signature _,••—•40 BEACO-3 OP ID: DE ACORO" DATE(MM/ODIYYYY) CERTIFICATE OF LIABILITY INSURANCE 08ro3/2022 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 508-673-5808 CONTACT Jason Rua, LIA,CIC,AAI Rua-Dumont-Audet Ins.Agcy.In PHONE 508-673-5808 FAX 508-677-4828 155 North Main Street ,(A/C,No,Ext). (A C,No) Fall River,MA 02722 E-MAIL Jason M.Rua,LIA,CIC,AAI ADDRESS: INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:MAPFRE Insurance 34754, INSURED INSURER B Nautilus Insurance Company 17370 Beacon Solar Construction Inc. Hiscox Pro 2 Shaylee Lane INSURERc Lakeville,MA 02346 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 ADDL SUBR POLICY EFF T POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER IMM/DD/YYYYI (MMIDDIYYYY) LIMITS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR NN1295010 08/03(2022 08/03/2023 DAMAGE TO RENTED 100,000 PREMISES E-).occurrence' $ . '. MED EXP{Any one person) ,$ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER ':. !. !. GENERAL AGGREGATE ,$ 2'000'000 X POLICY PRO- LOC 2,000,000 JECT PRODUCTS-COMP/OPAGG ,$ OTHER.._. _. ,. ! ! $ COMBINED SINGLE LIMIT 1,000,000 A AUTOMOBILE LIABILITY L ,(F_a aaadent)_.. __._. $ ANY AUTO IBQZ650 02/13/2022 02113/2023 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS ! !. ,BODILY INJURY cper acc:cenrl,$ X HIRED X ''. NON-OWNED : : PROPERTY DAMAGE AUTOS ONLY .__.. AUTOS ONLY : ,(Per accident) $ $ B X UMBRELLA LIAB ! OCCUR EACH OCCURRENCE _ 3,000,000 EXCESS LIAB (:L.AIMS-MADE': AN1244595 08/03/2022 08/03/2023 ,AGGREGATE $ 3,000,000 DED RETENTION$ ! $ WORKERS COMPENSATION ! ! PER OTH- AND EMPLOYERS'LIABILITY STATUTE- ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N : : _E,L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A : (Mandatory in NH) ,E_L DISEASE EA EMPLOYEE $ If yes.describe under , ,, E.L.DISEASE-POLICY LIMIT ! $ DESCRIPTION OF OPERATIONS below C professional ANE470779122 08/03/2022',08/03/2023''occur 1,000,000 aggregate 3,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Solar Heating System Installation Subject to actual policies'terms,conditions,definitions,coverages& exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • . The Commonwealth of Massachusetts I .,,A=149 Department of Industrial Accidents sir 1=1p I Congress Street,Suite 100 E t Boston, MA 02114-2017 f' ,!' 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 Y P Lakeville, Ma 02347 401-203-4854 _^ Cit /State/Zi Phone#: _ Are you an employer?Check the appropriate hoe: Type of project(required): I.❑x [am a employer with 20 employees(full and/or pan-tune).'' 7. ❑New construction 2.01 am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp_insurance required.] 9. ❑Demolition 3.0 lam a homeowner doing all work myself[No workers'comp,insurance required.]t 10 El Building addition 4.0 lam 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.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5. I am a general contractor and 1 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 are a corporation and its officers have exercised their right of exemption per MGL c. 152,51(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'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 employee& Below Is the policy and job site information. . Insurance Company Name: The Hartford • Policy#orSelf-ins.Lic.#: 6S60UB5R99184222. Expiration Date: 07/21/2023 Job Site Address: 39 Mariners Street city/state/Zip_Yarmouth MA 02675 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: 9/6/2022 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#: ONE or TWO FAMILY— BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE 39 Mariners Lane , Yarmouth MA Address of Proposed Work: Scope of Proposed Work: installation of 25 solar pv modules on existing roof. 9,125kW Date: 9/5/2022 Based on the scope of work described above, the applicant is required to obtain approval sign- offs from the following departments as checked-of below: Health Dept. —508-398-2231 ext. 1241 Conservation —508-398-2231 ext. 1288 Water Dept. —99 Buck Island Road, 508-771-7921 Old Kings HWY. Hist. Comm. —508-398-22631 ext. 1292 Engineering Dept.—508-398-2231 ext. 1250 Fire Dept. — Kevin Huck/Scott Smith, 96 Old Main Street, SY Note: Please call Fire Department for an appointment. 508-398-2212 Other Appropriate plans and/or application shall be provided to each departments checked-off above. Each of these regulatory authorities has their own requirements outside the jurisdiction of the Building Department. All applicable approvals shall be obtained prior to submitting a building permit application to the Building Dept. Thank you for your cooperation. Recei-k vxlepgement: �� YY�t. -- 9/6/2022 Applicant's Signature Date Rev.Jan. 2019 y w MINK projects@evengineersnet.com 276-220-0064 mum ENGINEERS http://www.evengineersnet.com 28/07/2022 RE:Structural Certification for Installation of Residential Solar PATRICIA MECHLINSKI:39 MARINERS LN,YARMOUTH, MA,02675 • 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 40 degrees. After review of the field observation data 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 140 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 C ONL Sincerely, 4,1*`. HOFMgss90y 4' VINCENT -v' Vincent Mwumvaneza, P.E. MWUMVANEZA EV Engineering, LLC N,CIVIL projects@evengineersnet.com Q',„, 6,ti9 ��e http://www.evengineersnet.com ':� ONA LENr. G�� 1/1 A MEM projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 28/07/2022 ';, 0 Job Address. 3:,��," ,;�; :�,EP.,• IN 'ARMOUTH, MA,02675 Job Name: PATRICIA MEC-d 4SlQ Job Number 220728PM 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<ASCE 7-10)-CMR 780 9th 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 mph Exposure C References NDS for Wood Construction STRUCT ONL �'(HOFlys� cy �� :VINCENTgs Gr, Sincerely, o MWUMVANEZA N • CIVIL Vincent Mwumvaneza, P.E. i o e- EV Engineering, LLC ./; NG�O projects@evengineersnet.com oruntE http://www.evengineersnet.com 1/1 1M projects@evengineersnet.com 276-220-0064 ima 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 = 3.30 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= -29.3 -35.3 -35.3 Figure 30.5-1 Pnet=0.6 x A x KZT x Pnet30)= 21.29 25.64 25.64 Equation 30.5-1 Downpressure(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= 32.1 32.1 32.1 Figure 30.5-1 Pnet=0.6 x A x KZT x Pnet30)= 23.28 23.28 23.28 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check • Attachement max.spacing= 5.3 ft 205 Ibs/in Lag Screw Penetration 2.5 in Allowable Capacity= 512.5 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 5.3 14.6 284.0 383.1 2 5.3 14.6 347.4 383.1 3 3 8.3 196.7 216.8 Max= 347.4 < 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 projects@evengineersnet.com 276-220-0064 lima ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing ME • Pg= 30 psf ASCE 7-10, Section 7.2 pf= 21 psf Ce= 0.9 ASCE 7-10,Table 7-2 pfmin.= 25.0 psf Ct= 1.1 ASCE 7-10,Table 7-3 ps= 25 psf 16.7 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.5 • Max Length, L= 12.50 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)+PDT= 48.4 plf • Max Moment, MU= 493 lb-ft Conservatively Pv max Shear 383.1 lbs Max Shear,V„=wL/2+Pv Point Load = 491 lbs Load Case: DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+PpVcos(8)+PDT= 52 plf Mdown= 532 lb-ft Mallowable=Sx x Fb' (wind)= 1319 lb-ft > 532 lb-ft OK Load Case: DL+S Ps+Ppvcos(8)+PoL= 33 plf Mdown= 337 lb-ft Mallowable=Sx x Fb' (wind)= 948 lb-ft > 337 lb-ft OK • Max Shear,V„=wL/2+Pv Point Load= 491 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,S3 xx= 7.5625 In Allowable Moment, Mali=Fb'Sxx= 824.4 lb-ft DCR=M„/Mali= 0.38 < 1 Satisfactory Allowable Shear,Vali=2/3FV'A= 742.5 lb DCR=V„/Vau= 0.66 < 1 Satisfactory 1/1 IIMENIEL projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com • Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 25% Dpv and Racking 3 psf Averarage Total Dead Load 10.7 psf Increase in Dead Load 2.9% 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- PATRICIA MECHLINSKI.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 DocuSign Envelope ID:3B60DC05-3084-488C-8E01-BBA74B556D40 My i usiom bouar ueslgn Prepared by Michael Liddell, 07/13/2022 4 • ; My Information ' t. p �� , Patricia Mechlinski 4 ,� aka ,a 39 Mariners Ln t tk, „,. Yarmouth, MA 02675 > System Annual Usage 7,709 kWh Estimated System Size 9.13 kWp Estimated Annual System Production 8,171 kWh I, �. � Estimated Energy Offset 106% Modules (25) LONGI Green Energy Technology Co Ltd, LR4- 60HPH-365M " ` °,, , ,, .,4, ' 404. 7 Inverters 2 x SolarEdge Technologies SE3800H-USMN ' ''''''''' ' ' ' ''k.,,,, ;‘',,i41104( i Approval I have reviewed My Custom Solar Design and approve of the placement of solar panels identified above. I understand that the actual number of panels and their precise placement may vary based on engineering, installation, and solar energy production considerations, including roof type,shade, and other factors. . c—Do-c-u� � Siig/ned by: ^ . Pa l NUa A4-fCRU'"J�-W 7/21/2022 -CBD0352137D324BF -___. ............. ._.,....__._ CUStOrner C.Rainatti.do ate . • 1 • W .� TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH,MA 02664-4451 i Telephone(508)398-2231 Ext. 1292-Fax(508)398-0836 ,.,,,4 ,OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below&on plans.drawings,photographs, &other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S),ELEVATIONS,PHOTOS,&SUPPLEMENTAL INFORMATION. Check All Categories That Appl : Indicate type of Building: Commercial © Residential 1)Exterior Buildin Construction: New Building E,Addition Iterations Reroof Garage Shed Solar Panels Other: 2)Exterior Painting: ^Siding Shutters El Doors nrrim Other: 3)Signs/Billboards: ,n Ne(w4a Change to Existing Sign 4)Miscellaneous Structures: I 'Fence Wall Flagpole El Pool Other: Please type or print legibly:Address of proposed work C 39 Mariners Lane Yarmouth MA Map/Lot# t (-tb/ t1 Owner(s): Patricia Mechlinski 774-254-4493 Phone# All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 39 Mariners Lane Yarmouth MA Year built 1973 Email PatMech@comcast.net Preferred notification method. © Phone Email Agent/contractor Beacon Solar/ Phil McCarron Phone# 401-203-4854 Mailing Address 2 Shaylee Lane, Lakeville MA Email: permits@beaconsoIarma.com Preferred notification method © Phone ❑ Email Description of Proposed Work: installation of 25 Solar PV modules on existing roof. Very little vIi D Please see pictures « -0..___..._____.__-_ 0 2 5 2022 Signed(Owner or agent) R Date: )/2 l6/2022CT __.._ .B, iis.tC—link' AENT Owner/contractor/agent is aware that a permit is required from the Building Department.(Check other departments:also4-------If application is approved,approval is subject to a 10-day appeal period required by the Act. This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later iiii All new construction will be subject to inspection by OKH.OKH-approved plans MUST be available on-site for framing&final inspections. For Committee use only: ►/ ApprovedApproved with Modifications Denied Rcvd Dale: 1�iiJI^�1�'spi��) Reason for Denial Amount IPA W A Cash/CK#:_�,�i ?I .._._.., (12i.--",—. n ! Rcvd by: l.-.`x Signed ... r.T 21122 r• 45 Days: YARivit)l:i fi AD/f g OW KING'S HIGHWAY .., Date Signed: f�� _J�' 1 APPLICATION# -'A 1t r • r pMmz-io< Cl) an 4 < 1 — vxZAm�m 0 cnZO-ni+r Z rOrm0mcn •U p .4 m oAoMM M '< mr-m vn^'N 0 m 3 HCU xv o ma z w r v o1xo mCo - TI bomcnm m Wmz zoo 0 t . m CO m a 0`r v 0i r { n 0 I z O O .('2 Y 0 -< 0 0 _..........__.. rv . • OO A -1 . 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PI. �. _• Pl PL .-.----__________j • D D zt 73 , 0 0 N m Cn m0 N xi V 1.72 co C . . # D 'O 0 < m cnCn w0 • D.,�0 - COCii o > ny , m D -+ a' z bn A > N�5o No { m 3 _, xi o ;N}. z D m _ J D�. -1 me oA mA3� m • Nc Gm .D =m a Canm 3yym N o w = ° N m z p �zm i MN 9 D fpz _a' a 3� Z 1 XIxm _I/ N O m N N (n< N C D 0., A O D .0 o. --I w co -11 m u D ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA v Name Type Height Type Max OC Detail Max Landscape Max Landscape Max Portrait Max Portrait Configuration MAX DISTRIBUTED LOAD:3 P Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD:30 PSF RL UNIVERSAL,SPEEDSEAL TRACK ON WIND SPEED: AR-01 COMP SHINGLE-RLU 2-Story 2X8 RAFTERS 11'-5" 16° COMP,SEE DETAIL SNR-DC-00436 5'-4" 2'-1" 4'-0" 1'-6" STAGGERED 140 MPH 3-SEC GUST. S.S.LAG SCREWS: RL UNIVERSAL,SPEEDSEAL TRACK ON 5/16":2.5"MIN EMBEDMENT AR-02 COMP SHINGLE-RLU 1-Story 2X6 RAFTERS 12'-6" 16" COMP,SEE DETAIL SNR-DC-00436 5'-4" 2'-1" 4'-0" 2'-0" STAGGERED STRUCTURAL NOTES: • INSTALLERS SHALL NOTIFY' Dt-AR-01-SCALE:3/16"=1'-0" k 6'-7" ' 29'-1" ENGINEER OF ANY POTENTIAL AZIM:97' _�, STRUCTURAL ISSUES PITCH:14° I OBSERVED PRIOR TO PROCEEDING W/ CI ❑ 0 0 0 0 0 INSTALLATION. • IF ARRAY(EXCLUDING SKIRT) IS WITHIN 12"BOUNDARY REGION OF ANY ROOF PLANE t_ - n C n n . n n 0 ❑ EDGES(EXCEPT VALLEYS), THEN ATTACHMENTS NEED TO BE ADDED AND OVERHAN( El] `J REDUCED WITHIN THE 12" ❑ El ❑ ❑ 0 13'-10" BOUNDARY REGION ONLY AS I FOLLOWS: I ••ALLOWABLE ATTACHMENT O —5'4 TYP 11'-11" SPACING INDICATED ON O O O ❑ Q ° n` a O PLANS TO BE REDUCED BY 50% ••ALLOWABLE OVERHANG INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE • n n n n ATTACHMENT SPACING 1{' - • INDICATED ON PLANS .12.-5„ 1 _1 P-7" I sunrun D2-AR-02-SCALE:3/16"=1.-0" ALM:187° PITCH:40° 11'-4" �-1{'-7° } i 23,-3" z I 3' • I ❑ _ CI _— 0 ❑ _0 _0• • l,.n. :-'�;H HL.0 TiUh:1;.MR.Ol?B0.?:f:1• CUSTOMER RESIDENCE: PATRICIA MECHLINSKI 0 0 0 0 0 C. 39 MARINERS.LN,YARMOUTH, MA,02675 10'-4" 5'-0"TYP— TEL.(774)254-4493 ❑ ❑ 3 C APN:YARM-000140-000067 • PROJECT NUMBER: 223R-039MECH 0 n n __ n ___9.__G STRUCT ONL ESN 0f Mq5 DESIGNER: (415)580.6920 ex3 3'7" oI 40 'tf�y ASHISH TRIPATHI , " VINCENT o� SHEET MCIMWUMVANEZA N LAYOUT -.!" to Q REV:A 7/28/2022 SEE SITE FLAN FOR NORTH ARROW .�; �F.e°`�� PAGE PV-3.0 L • 120/240 VAC SINGLE PHASE SERVICE ////''''���� METER#: < (n/(' EVERSOURCE 2376683 UTILITY �J GRID SUPPLY SIDE TAP (N)LOCKABLE SOLAREDGE TECHNOLOGIES C I EXISTING 125A BLADE TYPE (N)MA SMART MAIN BREAKER FUSED AC UTILITY SE7600H-USSN WITH T DISCONNECT REVENUE REVENUE600 WATT IINVEERTERTERING JUNCTION BOX PV MODULES METER T (1 OR EQUIVALENT 1 LONGI GREEN ENERGY TECHNOLOGY EXISTING 9 J !r CO LTD:LR4-60HPH-365M < �� 125A MAIN o�,�, V( M `� = ..—/. —.-- 'O/ (25)MODULES �'� PANEL OPTIMIZERS WIRED IN: FACILITY . 40A FUSES rii (1)SERIES OF(13)OPTIMIZERS LOADS -1.-o-' SQUARE D 240V METER SOCKET LOAD RATED DC DISCONNECT (1)SERIES OF(12)OPTIMIZERS NOTE:TOTAL PV BACKFEED=40A D222NRB 100A CONTINUOUS WITH AFCI,RAPID SHUTDOWN SOLAREDGE POWER OPTIMIZERS USED FOR INTERCONNECTION 3R,60A UTILITY SIDE OF CIRCUIT COMPLIANT P401 CALCULATIONS 120/240VAC CONNECTS TO TOP LUGS (LINE AT TOP LOAD AT BOTTOM) • CONDUIT SCHEDULE # CONDUIT I CONDUCTOR NEUTRAL GROUND I 1 NONE I (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER W 4 �� 2 3/4"EMT OR EQUIV. (4)10 AWG THHN/THN-2 NONE (1)10 AWG THHN/THWN-2 111 n ....._ 3 3/4"EMT OR EQUIV. (2)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 4 3/4"EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 #`,.''.0120 MODULE CHARACTERISTICS CUSTOMER RESIDENCE'. LPATRICIA MECHLINSKI TECHNOLOGYECH GREENENERGY 39 CO LTD: P401 OPTIMIZER CHARACTERISTICS: . MA,02675 MARINERS LN,YARMOUTH, LR4-BOHPH-365M: 365 W MIN INPUT VOLTAGE: 8 VDC OPEN CIRCUIT VOLTAGE: 40.7 V MAX INPUT VOLTAGE: 60 VDC MAX POWER VOLTAGE: 34.2 V MAX INPUT ISC: 11.75 ADC TEL.(774)254-4493 SHORT CIRCUIT CURRENT: 11.43 A MAX OUTPUT CURRENT: 15 ADC APN:YARM-000140-000067 PROJECT NUMBER! SYSTEM CHARACTERISTICS-INVERTER 223R-039MECH SYSTEM SIZE: 9125 W SYSTEM OPEN CIRCUIT VOLTAGE: 13 V DESIGNER: (415)580-6920 ex3 SYSTEM OPERATING VOLTAGE: 400 V ASHISH TRIPATHI MAX ALLOWABLE DC VOLTAGE: 480 V SHEET SYSTEM OPERATING CURRENT: 22.81 A SYSTEM SHORT CIRCUIT CURRENT: 30 A ELECTRICAL REV:A 7/28/2022 PAGE PV-4.0 INVERTER 1 NOTES AND SPECIFICATIONS: i ,WARN 1 NG •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE PHOTOVOLTAIC DC DISCONNECT 110.21(8),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690.OR ELECTRICAL SHOCK HAZARD IF REQUESTED BY THE LOCAL AHJ. MAXIMUM SYSTEM VOLTAGE 480 VDC •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS.COLORS AND SYMBOLS. TERMINALS ON LINE AND LOAD •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING SIDES MAY BE ENERGIZED IN LABEL LOCATION' METHOD AND SHALL NOT BE HAND WRITTEN. THE OPEN POSITION INVERTER(S),DC DISCONNECT(S). •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT PER CODE(S).NEC 2020:690.53 INVOLVED. LABEL LOCATION •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011,PRODUCT SAFETY INVERTER($).AC/DC DISCONNECT(S), SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. AC COMBINER PANEL(IF APPLICABLE). •DO NOT COVER EXISTING MANUFACTURER LABELS. PER CODE(S):NEC 2020.690.13(B) WARNING: PHOTOVOLTAIC POWER SOURCE ,� !_-• t^ac:s..,..s,. LABEL LOCATION. DUAL POWER SUPPLY INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT. SOURCES:UTILITY GRID AT EACH TURN,ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. -" AND PV SOLAR ELECTRIC PER CODE(S):NEC 2020:690.31(D)(2),IFC 2012' SYSTEM 605.7 L7.4CALJTION ■ LABEL LOCATION: UTILITY SERVICE METER AND MAIN ■ SERVICE PANEL. PER CODE(S).NEC 2020:705 12(C) RAPID SHUTDOWN SWITCH MULTIPLE SOURCES OF POWER POWER SOURCE.OUTPUT CONNECTION i FOR SOLAR PV SYSTEM - DO NOT RELOCATE THIS SOLAR PANELS-- ���i 7,tn , OVERCURRENT DEVICE J LABEL LOCATION: ON ROOF ; I, �� L. INSTALLED COD ( .OF NEC20 SHUT DOWN , „ s u n r u n LABEL LOCATION: SWITCH PER CODE(S).NE 2020:690.56(C)(2),IFC ADJACENT TO PV BREAKER AND ESS 2012:605.11.1,IFC 2018:1204.5.3 OCPD(IF APPLICABLE). , PER CODE(S).NEC 2020' / --4" .( 705.12(B)(3)(2) N _,. hr ' G SOLAR PV SYSTEM EQUIPPED #180120 "A.MY:Eb s'?MiUG:i E4..U i•UN'.f V1A,02-104",' PHOTOVOLTAIC SYSTEM I ,• NE0 COMBINER PANEL 1 WITH RAPID SHUTDOWN ILA DO NOT ADD LOADS CUSTOMER E PATRICIA RESIDENCE: LABEL LOCATION: MU 39 MARINERS LN,YARMOUTH, PHOTOVOLTAIC AC COMBINER(IF IIIIIIIIIIIIall MA,02676 I APPLCABLE). ���� PER CODE(S):NEC 2020.705.12(D)(2)(3)(c) 3 TURN RAPID SHUTDOWN ''� SWITCH TO THE"OFF" "rl --MAIN PANEL — -)( 1EL.(774)254-4493 I POSITION TO SHUT DOWN (-- — API:YARM-000140-000067 PV SYSTEM DISCONNECT PV SYSTEM AND REDUCE SERVICE ENTRANCE INVERTER (EXT) PROJECT NUMBER' MAXIMUM AC OPERATING CURRENT:31.67 AMPS SHOCK HAZARD IN THE FUSED AC DISCONNECT —PV PRODUCTION METER 223R-039MECH ARRAY. 580-6920 ex3 NOMINAL OPERATING AC VOLTAGE: 240 VAC DESIGNER. (415) LABEL LOCATION: 39 MARINERS LN; YARMOUTH. MA, 02675 ASHISHTRIPATHI AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. ",._., _____ ............_. ..___...........— SHE PER CODE(S):NEC 2020.690.54 LABEL LOCATION: S IGNAGE ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE PER CODE(S):NEC 2020'705.10,710.10 DISCONNECTING MEANS TO WHICH THE PV SYSTEMS - _-- ARE CONNECTED. REV.A 7/28/2022 PER CODE($):NEC 2020'690.56(C) PAGE PV-5.0 Y