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Home My WebLink AboutBLD-23-005947 / a1xi f/J7/?3 ` RECEIVED ONE & TWO FAMILY ONLY- BUILDING PERMIT APR 2 irk Town of Yarmouth Building Department ---- _ 1146 Route 28, South Yarmouth,MA 02664-4492 , ' � l�A rME 508-398-2231 ext. 1261 Fax 508-398-0836 ' I�� lti-� Massachusetts State Building Code, 780 CMR _ '~' Budding Permit Application To Construct, Repair, Renovate Or Demolish ,' a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: e L® -42 5 Lj71 Date Applied: 4 yt Name) :27 23 Building Official(Profit Nance) Signa e Ii Date SECT N 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 24 Conservation Dr 134 _ 23 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 I Provided Required i Provided Required Provided I — 1.6 Water Supply:(IvI.G.L c.40,§54) 1.7 Flood Zone Information: i 1.8 Sewage Disposal System: Public 0 Private G I Zone: _ Outside Flood Zone? Check if yes❑ Municipal 0 On site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: David Sherlock Yarmouth MA 02675 Name(Print) City,State,ZIP 24 Conservation Dr (508) 927-2152 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 f Existing Building yi 1" Owner-Occupied p V; Repairs(s)�❑ I Alteration(s)V) Addition 0 Demolition ❑ I Accessory Bldg. 0 J Number of Units I Other lg Specify: Roof Mounted Solar Brief Description of Proposed Work'`: Installation of a interconnected, roof mounted, photovoltaic solar energy system consisting of 28 solar panels producin910.92 Kw DC. NO ESS 4,[ -/ appronti SECTION 4:ESTIMATED CONSTRUCTION COSTS. /02, Item Estimated Costs: 4// (Labor and Materials) Official Use Only 1.Building $ 6159 I. Building Permit Fee:$,D^Indicate how fee is determined: 2.Electrical $ 14371 0 Standard City/Town Application Fee 3.Plumbing $ 0 Total Project Cost3(Item 6)x multiplier x 2. Other Fees: $ 4.Mechanical (HVAC) $ List: C' 02.230OMLi5 5.Mechanical (Fire I Suppression) $ Total All Fees:$ Amount:6.Total Project Cost: S 20530 I Check No. Check Amount; Cash Amount: 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) Stephen Kelly CS-040622 08/01/2023 License Number Expiration Date Name of CSL Holder 16 Parkway Rd. List CSL Type(see below) U No,and Street Type Description Stoneham MA, 02180 U I Unrestricted(Buildings up to 35,000 cu.ft.) City/Town,State,ZIP R Restricted li%2 Family Dwelling NI ivlasonry • RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 978 793-7881 eastmapermits@sunrun.com l I insulation Telephone Email address D Demolition . 5.2 Registered Home Improvement Contractor(HIC) I Sunrun Installation Services Inc./ Stephen Kelly ' HIC - 180120 10/13/2024 HIC Company Name or HIC Registrant Name HIC Registration Number Expiration Date 21 Worlds Fair Dr. eastmapermitsCa�sunrun.corn No.and Street Email address Somerset, NJ, 08873 978 793-7881 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 V No ,0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WREN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Sunrun Installation Services Inc./Stephen Kelly to act on my behalf,in all matters relative to work authorized by this building permit application. David Sherlock See Attached Contract 04/25/2023 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. Stephen Kelly e 04/25/2023 Print Owner's or Authorized Agen's Nam lectronic Signature) Date NO ES: 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 nor 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.nov/oca Information on the Construction Supervisor License can be found at www.mass.eov/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" tti The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ('-W Lafayette Ci Center 2 Avenue de Lafayette, Boston,MA 02111-1750 '" 4Y'� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Sunrun Installation Services /Stephen Kelly Address:225 Bush St STE 1400 City/State/Zip:San Francisco CA 94104 Phone #: 978 793-7881 Are you an employer?Check the appropriate box: ❑ I am a general contractor and I Type of project(required): 1.® I am a employer with 50 4. employees (full and/or part-time).* have hired the sub-contractors 6 El New construction listed on the attached sheet. 7. ❑ Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL insurance required.] t c. 152, §1(4),and we have no 12.❑ Roof repairs employees. [No workers' 13.E Other Roof Mounted Solar comp. insurance required.] *My 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: American Zurich Insurance Company Policy#or Self-ins. Lic. #:WC614287601 Expiration Date: 10/01/2023 Job Site Address: 24 Conservation Dr 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 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. Signature: s Date: 04/25/2023 Phone#: 978-793-7881 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(check one): 10Board of Health 20 Building Department 3❑City/Town Clerk 4.0 Electrical Inspector 5E/Plumbing Inspector 6.DOther Contact Person: Phone#: SUNRINC-02 LWANG2 A`CO%?L7 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 8/31/2022 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 License#0C36861 CONTACT Walter Tanner Alliant Insurance Services,Inc. P 560 Mission St 6th Fl PHONE FAX (A/C,No,Eat): (A/C,No): San Francisco,CA 94105 E-MAILDRss:Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:James River Insurance Company 12203 Sunrun Installation Services,Inc INSURER C:American Zurich Insurance Company 40142 775 Fiero Lane,Suite 200 Ph#805-540-7643 San Luis Obispo,CA 93401 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 LTR I TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP INSD WVD (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS-MADE X OCCUR EACH OCCURRENCE $ 2,000,000 MKLV5ENV103749 10/1/2022 10/1/2023 !REM SES(OEa occu Dnce) $ 1,000,000 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 2,000,000 X POLICY X JECT LOC GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER:Retention:$100,000 Per Project Agg $ 5,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS ONLY AUTOS ; BODILY INJURY(Per accident) $ AUTOS ONLY AUOTOS ONEDY PROPERTY DAMAGE (Per accident) $ B UMBRELLA LIAR X OCCUR $ X EXCESS LIAB CLAIMS-MADE 001072261 EACH OCCURRENCE $ 4,000,000 10/1/2021 10/1/2022 4,000,000 AGGREGATE $ DED RETENTION$ C WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY Y/N X STATUTE EORH ANY PROPRIETOR/PARTNER/EXECUTIVE WC614287601 10/1/2022 10/1/2023 1,000,000 OFFICER/MEMBER EXCLUDED? N/A I E.L.EACH ACCIDENT $ N (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 I I I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WC614287601 Deductible:$1,000,000. Re:Permitting within jurisdiction. CERTIFICATE HOLDER CANCELLATION ANY OFBE LD Town of Yarmouth THEUEXPIRATIIONH E DATE THEREOFDESCRIE D NOTICEEIS W LCELLED BEC DELIVERED BEFORE IN 1146 Route 28 ACCORDANCE WITH THE POLICY PROVISIONS. South Yarmouth,MA 02664-4492 AUTHORIZED REPRESENTATIVE I r' ACORD 25(2016/03) 988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Ceettllsonrtsnlpt et • givtiolon of Boardat Boiadog '"' thiwblaMd-Seiiepa el*ay we weep width cootie Carty ea4r iota Mee*MOO calk teat Oil cubic enters)et eesleeed a CS epee! Melt/!rn23 F STONIMAM .- O " Vo7S'4.1i . R C tI Failr possess a alllael edition�f MO tteepCLYeeXe l tithe lrb 0 Cede it gees tor ae !cabal elites Yeawa. 1 der lelemrise shwa lei Moines Cd p17}7ft42M or vlei wovuol L.OYldp1 THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Afi Business Regulation 1000 Washing_ -Suite 710 ( Bosto - �•118 Home Imps • _istration tit ri c'— ' i...,' - `.=- ' i Type 180120Supplement Card } SUN�NSTAALLATITION SERVICES INC 1_ ' 180120 21 �t,.yc-- E 10l132024 SOMERSET,NJ 08873 .-+ l c f--- t _.. Updne Memos one Return Card. THE COMMONWEALTH OF MASSACHUBEFTS OMoe of ConnnwAMMOR euNr ne R.g.dMlon Rpie rstien wad for hultrichial um any before llr HOME tirCONTRAC►OR errp0euon deu.',found nllee to: T *Moo of Consumer Mete lid Bums..RequWlon AVIV.+;;� 1 A 1Babn,MA 021ult�eM•cub 7/o INC,;- r.. { SUNRUN INST/LLtAfDH T tag STEPHEN LILY ' /J ��/ 225 BUSH STREET • '''; C�„�. Ls r�. SUITE 1400 Y""'�Y SAN FRANCISCO,CA 84104 - Undeeectefay vend withoutJei✓' re VV�_ Stephen A Kelly 695 Myles Standish Blvd Taunton MA 02780 TEL: 978-793-7881 Email: eastmapermits@sunrun.com §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 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 24 Conservation Dr Work Address Is to be disposed of oat the following location: 695 Myles Standish Blvd. Taunton, MA 02780 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 04/25/2023 Signs of Applicati Date Permit No. ONE or TWO FAMILY-- BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: 24 Conservation Dr Scope of Proposed Work: Installation of a interconnected, roof mounted, photovoltaic solar energy system consisting of 28 solar panels producingio.s2Kw DC. NO ESS Date: 04/25/2023 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. 50S-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. Receipt Acknowledgement: Applicant's Signature 04/25/2023 Date Rev.Jan. 2019 TOWN OF YARMOUTH ,. ,rt 1146 ROUTE 28,SOUTH YARMOUTH, MA 02664-4451'44 .iif itr � 1 .-: Telephone(508)398-2231 Ext. 1292—Fax(508)398-0836 OLD KIN 'S HIGHWAY HISTORIC DISTRICT COMMITTEE 'Niviou; I OLD KING'S HIGHWAY 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 Addition Iterations _Reroof Garage riShed Solar Panels Other: 2)Exterior Painting: riSiding Shutters I I Doors Drrim Other: 3)Signs/Billboards: n New i n Change to Existing Sign 4)Miscellaneous Structures: Fence Wall IIFlagpole ri Pool Other: Please type or print legibly: Address of proposed work: 24 Conservation Dr Map/Lot# 134/23 Owner(s): David Sherlock Phone#: All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 24 Conservation Dr Year built: 1984 Email: tks0303@gmail.com Preferred notification method: El Phone 1=1 Email Agent/contractor: Sunrun Installation Services Inc./Stephen Kelly Phone#: 978 793-7881 Mailing Address: 695 Myles Standish Blvd. Taunton, MA 02780 Email: eastmapermits@sunrun.com Preferred notification method. C Phone ® Email Description of Proposed Work: Installation of roof mounted PV solar that will be visible from the public way (Conservation Dr). . Panels will be placed symetrically on the front of the where visible, all panels are black on black with a matte finish. Signed(Owner or agent): a Date: 03/30/2023 • Owner/contractor/agent is aware that a pe it is required from th wilding Department.(Check other departments also. - > 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,whichev s II All new construction will be subject to i pection by OKH.OKH-approved plans MUST be available on-site fo framing&final inspections. For Committee use only: Approved Approved with_Modifications Denied t' iFIriOuIi Rcvd Date:3/3/ 13 Reason for Denial. Ol D KING S r1 HWAY Amount -lO,60 Cash/CK#+V 0000 .-/ ? Rcvd by: L 1 S� Signed: Y ��/� ,/ �{�,,+�. 45 Days: ice" ' ' rz- Date Signed: tt/ai/a3 /fr if ,OdS, ��ir, 1 _A O3 APPLICATION#: .f � TOWN OF YARMOUTH ° 4, OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE - 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext.1292 Fax(508)398-0836 STATEMENT OF UNDERSTANDING CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN As property owner/contractor/agent for construction at a Li (t '1 5e(avi seievbte.n Or. , Map/Lot I 311/2 3 C/A# 2 3-AO 38' Approval Date: l,[121i 1.2672-3 I certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop-work order or delaying issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statements. Date:L'l '2LL10.2�j Signed: d. (O .n e�tractor/A t) Signed: ctljac.„_---- (Chn, Old King's Highway Committee) L t..)FC t Ptt r` >I4 L H1OKH COMMITTEE1Application Forms\Statement of Understanding 2015 docx Updated 12/2015 TOWN OF YARMOUTH 1146 ROUTE 28,SOUTH YARMOUTH,MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext. 1292 Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE WAIVER OF 45-DAY DETERMINATION t he applicant/applicant's agent understands and agree: that due to the current declared rational and 'state public health emergencies the determination ol. our \pplication lor a (�ertilicate of.Appropriateness Demolition Ixemption rnav not he made within 45 days or the tiling of such application. the applicant agrees to extend the time (rave \\ thin \\hich a determination is to he made as required by the Old King%, av Regional Historic District \ct. SECT/O.‘9-Meetings, hearings, Time for Making Determinations *115 SOOn LLS convenient cuter V'llt.17 ameven! it(thin /t.trilfire 1451 tlal'S alter the ,thtn!� f>! tlj)�?f�lt ttitt>i4. r)t' li7li?'ii ,,nch ,ni"hc'1' 1'ttlf' (IN the twin/I c /1i shall t111t11t 1P? Writing, the Committee shall make a determination on the application. \pplicatu understands that, the rev ievti ,‘I thts application vv ill he scheduled as „,on as the situation allovys. \pplicant;.Agent dame tpiea e print Stephen Kelly \pplicant \tgent [)ate: signature: 03/30/2023 / RECFsvjj Ut KING' NiGHY\txtY 1 ' \hpik.ition 72—/l7?3Sr! 3l2020 GENERAL SPECIFICATION SHEET Project Address: FOUNDATION: Material: Exposure(Not to exceed 18"): CHIMNEY: Material/Color: GUTTERS:Material/Color: ROOF: Material: Achitechtural Asphalt sninglepitch(7/12 min 42 and 38 deg2 stories DK Brn ) Height to Ridge: Color: SIDING: Material/Style: Front: Sides/Rear: COLOR CHIPS Color: Front: Sides/Rear: TRIM: All windows&doors to be trimmed with: 1x 4 1x5 (Circle one.) Material: Color: DOORS: Qty: Material: Color: 1 i ' L. Style/Size(if not listed/shown on elevations): :: STORM DOORS: Qty: Material: Color: j GLt� r,,,, C S ilGf i>ii1 } GARAGE DOORS: Qty: Mat'l: Style: Color: WINDOWS:Qtv/side:: Front: Left: Right: Rear: Color: Manufacturer/Series: Material: Grilles(Required. Pattern(6/6,2/1,etc.) Grille Type:True Divided Lite: I 1 Snap-In: Between Glass:j] Permanently Applied: ,Exterior ElInterior 40 STORM WINDOWS: Qty: Material: Color: SHUTTERS: Mat'l: Style: Paneled Louvered Color: SKYLIGHTS: Qty: Fixed Vented Size Color: ,-. KING.� )u , �tvrstiVAY DECK: Size: Decking Mat'I: Color: Railing Mat'l: Style: Color: WALLS/FENCES*(Max 6'height): Height: Mat'l: Style: Color: (Show running footage&location on plot plan.) *Finished side of fence must face out from fenced in area. UTILITY METERS/HVAC UNITS: Location: Left/West side Screening: LIGHTS: Qty: Style: Color: Location(s): LIGHT POSTS:Qty: Material: Color. Location(s): Additional information: Please find included with this submittal a copy of the specifications for the solar panels. Color is Black on Black and they have a matte finish 2-General a� APPLICATION#:pf.3'1 tij 8' v EV imam ENGINEERS projects@evengineersnet.com 276-220-0064 http://www.evengineersnet.com 3/29/2023 RE:Structural Certification for Installation of Residential Solar DAVID SHERLOCK:24 CONSERVATION DR,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 2X8 Rafters at 16 inches.The slope of the roof was approximated to be 38 degrees and 42 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 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 ONL Sincerely, ��sH oFMgss,_ VINCENT Vincent Mwumvaneza, P.E. 0 MWUMVANEZA EV Engineering, LLC Na.CIVIL proiects@evengineersnet.com 'Oq !.f: E. ��e http://www.evengineersnet.com �• ' /ONAL�NG\� Signed 3/29/2023 1/1 =- EV projects@evengineersnet.com 276-220-0064 Imola ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 3/29/2023 Job Address Job Name Job Number: 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 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 %{ram mp h Exposure C References NDS for Wood Construction STRUCT . oNL AkGv OF MASS4 Sincerely, VINCENT c^ 0 MWUMVANEZA U CIVIL `n Vincent Mwumvaneza, P.E. o !N� j� o EV Engineering, LLC ER �F. projects@evengineersnet.com *'`ONAIEx4'\ http://www.evengineersnet.com Signed 3/29/2023 1/1 mom T Ev projects@evengineersnet.com 276-220-0064 �Illlllllt ENGINEERS http://www.evengineersnet.com Wind Load Cont. Risk Category= II ASCE 7-10 Table 1.5-1 Wind Speed (3s gust),V= u ,mph ASCE 7-10 Figure 26.5-1A Roughness= C ASCE 7-10 Sec 26.7.2 Exposure= ASCE 7-10 Sec 26.7.3 Topographic Factor, KZT= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= Degrees Adjustment Factor, = 1.21 ASCE 7-10 Figure 30.5-1 a= 3.00 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 ft 266 Ibs/in Manufacturer Test Lag Screw Penetration 2.5 in Prying Coefficient 1.4 Allowable Capacity= 512 Ibs 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 5.3 17.2 335.6 452.8 2 5.3 8.6 205.3 226.4 3 2 3.3 77.5 85.4 Max= 335.6 < 512 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 'IFF EV projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing 11111111 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 17.8 plf IS= 1.0 ASCE 7-10,Table 1.5-1 CS 0.533 Max Length,L= 12.6 ft Tributary Width,WT= 16 in Dr= 10 psf 13.33 plf PvDL= 3 psf 4 plf Load Case:DL+0.6W Pnet+PP„cos(6)+PoL= 48.4 plf Max Moment, Mu= 528 lb-ft Conservatively Pv max Shear 226.4 lbs Max Shear,V„=wL/2+Pv Point Load= 335 lbs Load Case:DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+Pp„cos(8)+PoL= 53 plf Mdown= 580 lb-ft Mallowable=Sx x Fb' (wind)= 2116 lb-ft > 580 lb-ft OK Load Case:DL+S Ps+Pp„cos(9)+PoL= 34 plf Mdown= 374 lb-ft Mallowable=Sx x Fb' (wind)= 1521 lb-ft > 374 lb-ft OK Max Shear,V„=wL/2+Pv Point Load= 335 lbs Member Capacity lm Design Value CL CF C Cr Adjusted Value Fb= 875 psi 1.0 1.2 1.0 1.15 1208 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 = 7.25 in Width, b= 1.5 in Cross-Sectonal Area,A= 10.875 in2 Moment of Inertia, Ixx= 47.6348 in4 Section Modulus,Sxx= 13.1406 in3 Allowable Moment, Maii= Fb'Sxx= 1322.3 lb-ft DCR=M /Mali= 0.26 < 1 Allowable Shear,Vail=2/3F„'A= 978.8 lb DCR=V /Vaii= 0.23 < 1 1/1 Ev ` ENGINEERS projects@evengineersnet.com 276-220-0064 http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf or Roof with Pv 29% Dpv and Racking 3 psf Averarage Total Dead Load 10.9 psf Increase in Dead Load 3.5% 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-DAVID SHERLOCK.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 D —Is '5-' 41) -- t ' .) . • 717'': : ' . .. .. —,.:)..)-- . . co N tV , ,L3 e f6 , i N J s al = ' 7 I ti..i. ,::;,:::,...... ..,i,,,,,_ b r cD 9 ` r / • ' • C }.f _, o a Zi m r y =• 3 • O 3 •r ,r =d * ' ' .p 4 b.= i • CD N 7 N d.:. y 0Do0St. _-4_� '' -, m 0 OD K N N N fD {D -2. oar N• N 0) (7 p 6) �,.< 4') D = o CVO C-0 - 'd S Q 2 fD 6 �. : fD o co y N o- N • V 7 • fD m - 3 oa Q I , 4. i 1 O Eli co a 7D ilk:, A7y , anm ozy Q N.yd$ _ - - ' ttCO TE gti =mmAx _ p p mr. f cog N p alit Z O 0 i r I c . 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S xaliaaai1/4 31flO0W 3N111V15A21)ONOW 133HS)IJV8 1 i - EV projects@evengineersnet.com 276-220-0064 tom ENGINEERS http://www.evengineersnet.com 3/29/2023 RE:Structural Certification for Installation of Residential Solar DAVID SHERLOCK:24 CONSERVATION DR,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 2X8 Rafters at 16 inches.The slope of the roof was approximated to be 38 degrees and 42 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 140 mph PV Dead Load DPV 3 psf Exposure C Roof Live Load Lr 20 psf Ground Snow 5 30 psf If you have any questions on the above, please do not hesitate to call. STRUCT ONL Sincerely, AO- OFMgssAcyo 40 VINCENT IP Vincent Mwumvaneza, P.E. 0 MWUMVANEZA w CIVIL EV Engineering, LLC N'. proiects@evengineersnet.com O ;; ERA �'�� http://www.evengineersnet.com �•` ONAt. Signed 3/29/2023 1/1 111111.k' EV projects@evengineersnet.com 276-220-0064 ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 3/29/2023 Job Address Job Name � ' r,,.. ... • ......� Job Number: 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 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 OF MMSs90 S VINCENT oP Sincerely, MWUMVANEZA CIVIL Vincent Mwumvaneza, P.E. j/ a e EV Engineering, LLC *' projects@evengineersnet.com oNAIEN�' Signed 3/29/2023 http://www.evengineersnet.com 1/1 ' EV 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= gyp. mph ASCE 7-10 Figure 26.5-1A Roughness= C ASCE 7-10 Sec 26.7.2 eft Exposure= r,, j 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= 3.00 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(0.6W1 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 rr, Attachement max.spacing , ft 266 lbs/in Manufacturer Test Lag Screw Penetration 2.5 in Prying Coefficient 1.4 Allowable Capacity= 512 Ibs 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 5.3 17.2 335.6 452.8 2 5.3 8.6 205.3 226.4 3 2 3.3 77.5 85.4 Max= 335.6 < 512 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 ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing - 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 17.8 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.533 Max Length,L= 12.6 ft Tributary Width,WT= 16 in Dr= 10 psf 13.33 plf PvDL= 3 psf 4 plf Load Case:DL+0.6W Pnet+Ppvcos(6)+PDT= 48.4 plf Max Moment, M„= 528 lb-ft Conservatively Pv max Shear 226.4 lbs Max Shear,V„=wL/2+Pv Point Load= 335 lbs Load Case:DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+Ppcos(6)+PDT= 53 plf Mdown= 580 lb-ft Mallowable=Sx x Fb' (wind)= 2116 lb-ft > 580 lb-ft OK Load Case:DL+S Ps+Pp,,cos(9)+PDT= 34 plf Mdown= 374 lb-ft Mallowable=Sx x Fb' (wind)= 1521 lb-ft > 374 lb-ft OK Max Shear,V„=wL/2+Pv Point Load = 335 lbs Member Capacity Design Value CL CF Ci Cr Adjusted Value Fb= 875 psi 1.0 1.2 1.0 1.15 1208 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 = 7.25 in Width,b= 1.5 in Cross-Sectonal Area,A= 10.875 in2 Moment of Inertia, Ixx= 47.6348 in4 Section Modulus,Sxx= 13.1406 in3 Allowable Moment, Mail=Fb'Sxx= 1322.3 lb-ft DCR=M„/Mali= 0.26 <1 Allowable Shear,Vaii=2/3F„'A= 978.8 lb DCR=V„/Vaii= 0.23 < 1 ;t 1/1 1111.011♦ EV projects@evengineersnet.com 276-220-0064 sENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf or Roof with Pv 29% Dpv and Racking 3 psf Averarage Total Dead Load 10.9 psf Increase in Dead Load 3 5% 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-DAVID SHERLOCK.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 Enielope ID:2F3AFF08-92EB-4AF8-92B5-4CB2B9D7CD4F sunlun Welcome to a planet r n bythe sun u David Sherlock 24 Conservation Dr, Yarmouth, MA, 02675 Your Sales Representative Andrew Sessler andy.sessler@sunrun.com License: VT. (435) 962-2802 DociiSiO Enlope ID:2F3AFF08-92EB-4AF8-9265-4CB2B9D7CD4F Sunrun BrightSave TM Agreement David Sherlock 24 Conservation Dr, Yarmouth, MA, 02675 Take Control of Your Electric Bill $0 25 Years $238 $0.249 Deposit due Agreement Term Length Monthly Bill for Year Year 1 Cost per kWh Today (3.5% annual increase One (plus taxes, if applicable; (excluding upfront in monthly bill) includes $7.50 discount for payment, if any) Auto-Pay enrollment) WE'VE GOT YOU COVERED WITH OUR WORRY-FREE SERVICE 1-45) Au. w _ We provide hassle-free We monitor the system VVe warrant, insure. Selling your home? design. permitting. and to ensure it runs maintain and repair We guarantee the buyer installation. properly, the system. We will qualify to assume also provide a 10- your agreement. year roof warranty. A SOLAR SYSTEM DESIGN FOR YOUR HOME You get a 10.92 ION DC Solar System With 28 Solar Panels and 1 Inverter(s) VVhich will produce an est. 11,456 kWh in its first year And offset approx.92% of your current, estimated electricity usage YOUR SALES REPRESENTATIVE: Andrew Sessler andy.sessler(d)sunrun.corn (41'5) 962-2302 DocUSrgn EeMblope ID:2F3AFF08-92EB-4AF8-92135-4CB2B9D7CD4F By signing below, you acknowledge that you have reviewed and received a complete copy of the Agreement without any blanks. Such Agreement shall be the complete understanding between the Parties. SUNRUN I WAsatpN SERVICES INC. r4.....,.42,44.44, FFE69E135D144EB. Signatur : Print Name: Juan Quintero Date: 3/29/2023 Title: prnjprt nnpratinns Federal Employer Identification Number: 26-2841711 IF YOU CHOOSE TO PAY BY CHECK. MAKE CHECKS OUT TO SUNRUN INC. NEVER MAKE A CHECK OUT TO A SALES REPRESENTATIVE, OUR SALES REPRESENTATIVES ARE NOT AUTHORIZED TO RECEIVE CHECKS IN THEIR OWN NAMES. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE TENTH EFFECTIVE DATE. PLEASE REVIEW THE ATTACHED NOTICES OF CANCELLATION FOR AN EXPLANATION OF THIS RIGHT. Customer .PrifflemapAracount Holder Secondary Account Holder (Optional) David Sherlock Signature 3/26/2023 Date Print Name Email Address': tks0303@gmai1.com (\flailing Address: 24 Conservation Dr Yarmouth, MA 02675 Phone: (508) 927-2152 Sales Consultant By svoiag be/9t4//acknofrldeole that/ar! Seinrun accred//ed that/7.7..qesentect this agree/776/1i aCCOrril:17,7 to ocSilitfflairSil Code of Conduct and that/o,M9,,ned the hopieoorher's s4n0ture on this agfee/71017t. 4.-kaAtAA) &44ttA, C0I 8t6IFErell% Andrew Sessi er Print Name 1810496538 Sunrun ID number Sunrun Installation Services Inc, I 225 Bush Street, Suite 1400, San Francisco, CA 941041888,GO.c;01 AR I HIC 180120 Contract Version: 202001\11 Generation Date: 3:21/2023 Proposal ID: PK4D4VL16VNN-H Version 702001 Vi 21