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HomeMy WebLinkAboutBLD-23-003166 ri)ck,"i \ ? L, i\ t(1,i. ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28,South Yarmouth,MA 02664-4492 . 508-398-2231 ext. 1261 Fax 508-398-0836 i �R.1 Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: 6Li 7) -iXzj)lk&2 DateAp Building 0 ial(Print me) • Signature/ Date SE I•' 1:SITE INFORMATION R E C E V E 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers —— 33 SaC.heerl Po+-te a 3 a ti q DEC G 1.1a Is this an accepted street?yes no Map Number Parcel Numbe 7 2022 1.3 oninn I formation: f �A� 1.4 Property Dimensions: BUILDING DE NT re c..;a�l� ''rR TM E HI Zoning District . Proposed Use Lot Area(sq ft) Al f�Frontage(ft) --- --_.-- ---- 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required _Provided Required Provided Required Provided M ` NO— Ail fr- 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private Zone: — Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes° SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: L:s6, t-��k W yac io,Ak Name(Print) City,State,ZIP 33 ScccL N) PoL4A. V Fly/- & it3 k1-1c.LLs6t'0/iiaS+,>t — No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(X Addition ❑ Demolition 0 I Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': $ty�f c)(FiGt.), a 3 e„nt,LS/ COO-C(Wu €ed i Qlus)6 Mo:,,.nked1 arid. fi A . SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: (Labor and Materials) Official Use Only 1.Building $93 b-oo l 1. Building Permit Fee:SI Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ 01, Ot Q p Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: I' L-t/ -7 Z&-'1 5.Mechanical (Fire . _ . $ Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $9S 0-00 0 Paid in Full 0 Outstanding Balance Due: - , _ , - - t A . • • , . „ -• • • • . „ • -• • . • • SECTION 5: CONSTRUCTION SERVICES 3.1 Construction Supervisor License(CSL) ODd t S 0 n S' O S License Number Expiratio Date Name of CSL Holder �'3� M�,�n\ SA-. List CSL Type(see below) a No.and Street Type Description U Unrestricted(Buildings up to 35,000 Cu.R) sbt n n.S neY4 bd:(e.. City/Town,State,ZIP R Restricted 18c2 Family Dwelling M Masonry ea SO t r�e.ZSO,.rGA Q LOd. Ct]M RC 1 Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances ct'(9VI �a?q I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) t:1)- 0lA( In c. Jason S�-aO I ad S -7 7 HIC Company Name or HIC Retrant Name HIC Registration Number pira'on Datz GwNi- No.and Street SR"'�'— Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(N.I.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 Pg No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. CoNrlc.+ a Lor;?a1,or\ % nc.leteLl 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. Print Owner' or Authorized Agent's Name(Electronic Signature) tri 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.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" 'ram ACC)121- CERTIFICATE OF LIABILITY INSURANCE DATE(IMNOarrrrr) kk..►- 12+05i2022 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 pollcy(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 NAME:CONTACT Linda Sullivan DOWLING SI O'NEIL INSURANCE AGENCY uL�o'.NNN-R (508)775-1620 FAX mot' _.fAv4_1y0): -_. E-MAIL AooaltAL ISuNivatledoktS.00m 973 IYANNOUGH RD INSURERs)AFFORDING COVERAGE I MC HYANNIS MA 02601 INSURER A: AMGUARD INSURANCE CO 42390 INSURED INSURER 0: E 2 SOLAR INC INSURER C: INSURER 0 831 MAIN ST INSURER E: `_ �DENNIS MA 02638 INSURER F: ' COVERAGES CERTIFICATE NUMBER: 840704 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO IRE 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 I POLICY EXP N SR TYPE OF INSURANCE NS�D SwvD POLICY NUMBER tUBR �DIYY Y) IMINDDIYYYYt LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 3 DAMAGE TO RENTED _...,Q.AIMS-MADE OCCUR PREMISES tEa Qccur+erreI .3 MED EXP(Any one person; S NIA PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S POLICY JEC LOC PROOUCTS-COMMON AGG S OTHER 3 fAUTOMOBILE LIABILITY COMBINED SINGLE LIMIT - $ ;Ea acoctenti ANY AUTO 1 BODILY INJURY IPer person; $ — OWNED f.-._i SCHEDULED ;__. AUTOS ONLY AUTOS N/A BODILY INJURY(Pei�tlderltl• S HIRED • ; NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY ' AUTOS ONLY ;Per accident) 3 UMBRELLA MS OCCUR I EACH OCCURRENCE 3 EXCESS _-_ LIAR c aeIsnaDE' NIA tAGGREGATE S.--r. -� :`iii ' RETENTIONS - ! S WORKERS COMPENSATION X PER E 1.... 1 ERTH AND EMPLOYERS'LIABILITY 'ANYPHOPRIE T()H.'PAM TNF RREXECtJTIVE YtM i E L EACH ACCIDENT $ 1,000,000 A 1OFFICERVEMBEREXCLUDED? El WA WA- R2WC332224 07/1912022 07/19/2023 pYdMory in NH) E.L.DISEASE-EA EMPLOYEES S 1,000,000 N yyMMs.describe under • DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT I S 1,000.000 INMA DESCRIPTION OF OPERATIONS,LOCATIONS 1 VEHICLES(ACORD te1,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 govfwdtworkers-cornpensationtinvestigationsl. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Lisa Hales ACCORDANCE WITH THE POLICY PROVISIONS, 33 Sachem Path AUTHORIZED REPRESENTATIVE West Yarmouth MA 02673 Darnel M.Croajsy,CPCU. V,ce President-Residual Market-WCRIBMA — 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts =,O1. 1, Department of Industrial Accidents ,1,►= 1 Congress Street,Suite 100 it —:N-- Boston,MA 02114-2017 � 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):E2 Solar Inc. -Jason Stoots Address:831 Main St City/State/Zip:Dennis, MA, 02638 Phone#:508-694-7889 Are you an employer?Check the appropriate box: Type of project(required): 10✓ I am a employer with 12 employees(full and/or part-time).* 7. ❑ New construction 2❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 9. 0 Demolition 1 01 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 0 Building addition 4❑I am a homeowner and will be hiring contractors to conduct all work on my property. 1 will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.E Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6 ElWe are a corporation and its officers have exercised their right of exemption per MGL c. 14.0Other Solar PV 152,§1(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 employees. Below is the policy and job site information. Insurance Company Name:Dowling &O'Neil Policy#or Self-ins.Lic.#:R2WC332224 Expiration Datey o� 1 Date:7/19/23 Job Site Address: ' �Gt k 9� City/State/Zip: (NlYt r_' 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: Date: 9/4 Phone#:508-694-788 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#: ACCoR CI CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/05/2022 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 Joanne Sullivan,CSR NAME: Dowling&O'Neil Insurance Agency PHONE (800)640-1620 FAX (A/C,No,Ext): (A/C,No): 973 lyannough Road E-MAIL jsullivan hilb rou com ADDRESS: g p' INSURER(S)AFFORDING COVERAGE NAIC# Hyannis MA 02601 INSURER A: Ohio Security Insurance Company 24082 INSURED INSURER B: Ohio Casualty Insurance Company 24074 E2 Solar,Inc. INSURER C: 72 Church Street INSURER D: INSURER E: West Barnstable MA 02668 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 0,=ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED I3Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD (MM/DD/YYYY) (MM/DD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED I CLAIMS-MADE X OCCUR PREMISES(a occurrence) $ 300,000 MED EXP(Any one person) $ 15,000 A BKS2257290477 05/06/2022 05/06/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER. GENERALAGGREGATE $ 2.000,000 PECOT- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY _ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ A OWNED X SCHEDULED BAS2257290477 05/06/2022 05/06/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY (Per accident) X UMBRELLALIAB X OCCUR EACH OCCURRENCE $ 1,00Q,000 B EXCESS LIAB CLAIMS-MADE US02257290477 05/06/2022 05/06/2023 AGGREGATE $ 1,000,000 _ DED X RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations,and endorsements.Nothing contained in the Certificate of Insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Lisa Hales ACCORDANCE WITH THE POLICY PROVISIONS. 33 Schem Path AUTHORIZED REPRESENTATIVE West Yarmouth MA 02673 s( Cam---_-- I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 41 Commonwealth of Massachusetts Division of Occupational Licensure Board of Building R,e,�u,lations and Standards Const on rvisor CS-090293 x y i .pires 04/28/2024 JASON D ST0OT :'+ -- 831 MAIN STREE am- 4' DENNIS MA t 63B I; R it '.bYUt.LdtiiV3'33` Commissioner {. s , , Licensee Details Demographic Information Full Name: JASON D STOOTS owner Name: License Address Information City: Dennis State MA Zipcode: . 02638 Country: United States License Information 'License No: CS-090293 License Type Construction Supervisor Profession. Building Licenses Date of Last Renewal' 4/21/2022 issue Date. 4/28/2010 Expiration Date 4/28/2024 License Status. Active Today's Date: 5/4/2022 1 Secondary License Type j Doing Business As-1 Status Change Reason: License Renewal THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affaiig'rand Bustrsess Regulation 1000 WashingtQQ.. rept-Suite 710 Boston, Massachusetts 02118 I Home Imr - ttsacEoi Registration till i'I._. r � 4, .i Ty._. Cormir Mur Rn9isttaiM.xi 192571 t1:3t otAll iN4 rtiimtim 07..??�7 4 MAIN rf DE NMS.MA D2668 .�� __,_.__.._._...... F .. Update Address and Return Card. THE COMMONWEALTH OF MASSACMU5ETT5 Office of Consumer Ahem&Nosiness Regulation Registration valid for Individual uae one/before the HOME IMPROVEMENT'CONTRACTOR tapir:Mon date If found reboil to ram:C:04,5,26u. Office of Consumer Affairs and Business Regulation RawsuantM ?log wa.hie,yliv,Street -sotto 710 19157+ 07.22 eoslon rA 0/11f E2 SOLAR INC. f:.. " , 'i JASON()STOOTS i 031 MAIN ST ��,a„�/4;� DENNIS MA 02000 - r- ._. —__._....�.__... .. URdnsdortfafy etiot Vaud without 6tgnature 10. ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or Owner that are not contained or referenced in this Contract are not a part of this Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Contract will remain in full force and effect. Any future modification of this Contract must be made in writing and executed by Owner and Contractor in order to be valid and binding upon the parties. The parties have read and understood, and agree to, all the terms and conditions contained in this Agreement. Nov 23,2022 is<n St( (Nov 23.20e108.2 Es' Date Jason Stoots for E2 Solar Inc. Contractor Nov 22,2022 Kris A.iale Nov 22.202211.35 EST'. Date Kris Hales System Owner Nov 23,2022 Lug* s,a F din, No,2, 2022 0'.3c ES- Date Lisa Hales System Owner For the purpose of permitting I/we, the Owner, authorize E2 Solar to act on my behalf, in all matters relative to work specified in the building & electric permit applications. Photovoltaic Contract Page 9 of 9 E2 Solar Inc..Contractor Kris and Lisa Hales.Owners '1/21/2022 VECTOR E n G I n EER S VSE Project Number:U 1905.0486.221 November 28,2022 E2 Solar Inc. A 1"I'ENTION:Jason Stoots 831 Main St. Dennis,MA 02638 REFERENCE: Kris And Lisa Hales Residence:33 Sachem Path,Yarmouth, MA 02673 Solar Array Installation To Whom It May Concern: We have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 1RC)) Risk Category:II Design wind speed,Vult: 140 mph(3-sec gust) Wind exposure category:C Ground snow load,Pg:30 psf Flat roof snow load,Pf:25 psf Existing Roof Structure • Roof structure:2x6 manufactured trusses aa.24"o.c. Roofing material:asphalt shingles Roof slope:40° Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"threaded embedment into framing at max.48"o.c.along rails Install(2)rails per row of panels,evenly spaced;panel length perpendicular to the rails shall not exceed 70 in Rail cantilever shall not exceed 33%of connection spacing Connections shall be staggered so as not to overload any existing structural member Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. The glass surface of the solar panels allows for a lower slope factor per ASCE 7,resulting in reduced design snow load on the panels. The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE'Project Number:U 1905.0486.221 Kris And Lisa Hales Residence 11/28/2022 \ E �T Ens t n E E R s will be flush-mounted (no more than 10" above the roof surface) and parallel to the roof surface. Thus,we The solar array is negligible. conclude that any additional wind loading on the structure related to the addition of the proposed solar arrayift The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Increases in lateral forces less than 10%are considered acceptable.Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations ed Installation of the solar panels must be performed in accordanceand applicable hmanufacturer srecommendations. andards dThe contractork per not fY must be in accordance with accepted industry-wide methods e Vector Structural Engineering,LLC should any damage,deterioration el support span tables provided by others ncies between the as-built condition of this structure and the condition described in this letter be found The use of solar pan allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match engineering the description of the span tables.The design of the solar panels, rng s t eoresponsibil ty of othersunts,rails,etc.)and cVector Structural is the responsibility of others. Waterproofing around the roofpenetrations iEngineering assumes no responsibility for improper instalsatonti f the solar array. Vector Structural Engineering shall be notified of any changes from the approved layout prior to in VECTOR STRUCTURAL ENGINEERING,LLC Okk OF ;Ass .y `SSlOHAt.O- 11/28/2022 Jacob Proctor,P.E. MA License:54953-Expires:06/30/2024 Project Engineer Enclosures JSP/rsl 651 W.Galena Park Blvd.,Ste. 101 1 Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com le V - --- —— 0 :laaLIS o-- — a— o ZOZ.N.l l :aloQ co • a H 031V301 ♦ ^ SI SSflal K v, o o e ® 1Sb'l 3 H1 * D C Fz co z a• - @------...-_-_ ._tom 0- ._... _ _. _. 3 ,;,3, o 73 ° ' o 1 A . ° o a ® a a 3 z 3 ? j o e-- a a p5 5 rn D T O T , 0.. -__ a O N 'v ® W C N .. 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AC Module . . . . . . . . . Built specifically for use with the SunPower Equinox""system,the only fully integrated solution designed,engineered,and warranted by one manufacturer. i „ :�;. Maximum Power. Minimalist Design. /// /I• Industry-leading efficiency means more power and savings IIIIIL.t per available space.With fewer modules required and hidden microinverters, less is truly more. Highest Lifetime Energy and Savings. Designed to deliver 60%more energy over 25 years in real-world conditions like partial shade and high temperatures.' ,soy 3 140% Fundamentally Different. o. 130% And Better. 120% ar SunPower"X-Series Up to >. Rio% 60% `o 100% more CD im c 90% lifetime 0)a 80% ienergy 0/ Conventional Module r 70% ry 60% 0 5 10 15 _ 25 The SunPower®Maxeon®Solar Cell Years of operation • Enables highest-efficiency modules available' • Unmatched reliability' • Patented solid metal foundation - Best Reliability. Best Warranty. pn ents breakage and corrosion With more than 25 million modules deployed around 9,:,t,•96 rF, the world,SunPower technology is proven to last.That's Q7 i why we stand behind our module and microinverter with the industrys best 25-year Combined Power and Product Warranty,including the highest Power Warranty in solar. Factory-integrated Microinverter d 1 ,,, • Simpler,faster installation o 9896 O. 96% • Integrated wire management, a, 94% rapid shutdown v 92% SunPower 90% 12% • Engineered and calibrated by 88% E-Series and X-Series ;more SunPower for SunPower modules 4... 86% Conventional Module power a 84% i 82% in year 3 80% _1 25 0 5 10 15 20 Years of operation Datasheet X-Series: X22-370 I X22-360 SunPower"Residential AC Module AC Electrical Data Inverter Model:Enphase IQ 7X5(IQ7X5-96-ACM-US) @240 VAC @208 VAC . 320 VA 320 VA _.:rput Power 315 VA 315 VA - roitage/Range2(V) 240/211-264 208/183-229 Max.Continuous Output Current(A) 1.31 1.51 Max.Units per 20 A(LL)Branch Circuit' 12(single phase) 10(two pole)wye CEC Weighted Efficiency 97.5% 97.0% Nom. requency 60 Hz Extended Frequency Range 47-68 Hz AC Short Circuit Fault Current O 5.8 Arms Overvoltage Class AC Port IS AC Port Backfeed Current 18 mA Power Factor Setting 1.0 Power Factor(ad..i--,. 0.7 lead./ 0.7 lag. - ,ase i- DC Power Data SPR-X22-370-E-AC SPR-X22-360-E-AC Warranties •25-year limited power warranty Nominal Power (Pnom) 370 W 360 W •25-year limited product warranty Power Tolerance +5/-0% +5/-0% •UL 1703 •UL 1741 IEEE-1547 Module Efficient : 22.7% 22.1 Yo Certifications y and •UL 1741 AC Moduledine (Type 2 fire rated) Temp.Coef.(Power) -0.29%/°C -0.29%/°C •UL 62109-1/IEC 62109-2 Compliance .FCC Part 15 Class B •Three bypass diodes •ICES-0003 Class B Shade Tolerance •integrated module-level maximum •CAN/CSA-C22.2 NO.107.1-01 power point tracking •CA Rule 21 (UL 1741 SA)` (includes VoltNar and Reactive Power Priority) •UL Listed PV Rapid Shutdown Equipment' Operating Temp. -40°F to+140°F(-40°C to+60°C) Enables installation in accordance with: Max.Ambient Temp. 122°F(50°C) •NEC 690.6(AC module) Max.Load Wind:62 psf,3000 Pa,305 kg/m2 front&back •NEC 690.12 Rapid Shutdown(inside and outside the array) Snow:125 psf,6000 Pa,611 kg/m2 front •NEC 690.15 AC Connectors,690.33(A)-(EX1) impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) When used with InvisiMount racking and InvisiMount accessories (UL 2703): Solar Cells 96 Monocrystalline Maxeon Gen III • Module grounding and bonding through InvisiMount •Class A fire rated Front Glass High-transmission tempered glass with When used with AC module Q Cables and accessories(UL 6703 and anti-reflective coating UL 2238 6: Environmental Rating Module:Outdoor rated •Rated for load break disconnect inverter:NEMA Type 6 Class II PID Test Potential-induced degradation free Frame Class 1 black anodized(highest AAMA rating) ,,,....-_. -__._.______... t55tmw(613m.) -..-_ _._-.e.- Weight 42.9 lb(19.5 kg) Recommended Max. 1.3 in.(33 mm) 1 1 Module Spacing 1 46mm 1 SunPower 360 W compared to a conventional module on same-sized arrays(260 W.16% 4111k cis M.) efficient,approx.1.6 m2),4%more energy per watt(based on third-party module characterization and PVSim),0.75%/yr slower degradation(Campeau,Z.et al."SunPower _ Module Degradation Rate,'SunPower white paper,2013). 2 Based on search of datasheet values from websites of top 10 manufacturers per IRS,as of till 110, r41 z,,..I .,.30mm.-. January 2017. . - (uin.) 3#1 rank in'Fraunhofer PV Durability Initiative for Solar Modules:Part 3."PVTech Power A Magazine,2015.Campeau,Z.et al."Sun Power Module Degradation Rate,"SunPower white paper,2013. 393rmri 4 Factory set to 1547a-2014 default settings.CA Rule 21 default settings profile set during ps s r commissioning.See the Equinox Installation Guide#518101 for more information. 5 Standard Test Conditions(1000W/m°irradiance,AM1.5,25°C).NRELcalibration I ,, ti standard:SOMS current,LACCS FF and voltage.All DC voltage is fully contained within the module. 437 min 6 This product is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; (17.2 in.) and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors; when installed according to manufacturer's instructions. C (1) AC Gwslroes�murr (� Il N P See mwwsunpoweccextende for more reference information. PV WV 51tnreNNS V \ 1 E R® For more details,see extended datasheet wwwsunpoweccom/datasheets E0�"rTM' OW Specifications included in this datasheet are subject to change without notice. LISTED ©2018 SunPower Corporation.All Rights Reserved.SUNPOWER,the Mod°b Fire Federman.:Type 2 SUNPOWER logo and MAXEON are registered trademarks of SunPower Please read the Safety and Installation Instructions for a 531 945 RevA Corporation in the U.S.and other countries as well.1-800-SUN POWER. sunpov,/,,,er.corn PEGASUS A BETTER DAY ON THE JOB SOLAR"' COMP MOUNT Simple 3-piece design • for rapid installation i La Encapsulating design raises the water seal 0.9" above roof deck One-piece flashing with elevated cone— No press-fits or deck-level EPDM washers to fail WATERTIGHT FOR LIFE Pegasus Solar's Comp Mount is a cost effective, high-quality option for rail installations on composition shingle roofs. Designed to last decades, the one-piece flashing with elevated cone means there is simply nothing to fail. O 25-year Warranty Manufactured with advanced materials and Superior Waterproofing v Tested to AC286 without sealant 4 1‘ coatings to outlast the roof itself , 0.9"elevated water seal Code Compliantal ' , All-In-One Kit Packaging Fully IBC/CBC Code Compliant 4/ Flashings, L-feet and SS lags with bonded Exceeds ASCE 7-10 Standards EPDM washers are included in each 24-pack Pegasus Solar Inc • 100 West Ohio Avenue, Richmond,CA 94804 • T.510.730.1343 • www.pegasussolar.com COMP MOUNT 1.Drill pilot hole in 2.Optional:Apply a center of rafter. 1 "U-shape"of sealant "' to underside of flashing and position under 2nd shingle course,cone over pilot hole. 3. Place L-Foot over 4.Drive lag to required cone and install lag embedment.Attach with washer through rail per rail L-Foot. manufacturer's instructions. *.** 9.0" n 1.5" I 1.9" U LE 11.6"3.5" 3.5" 0 1 . 1 1 I ® 1 0.9" kli 2.3" -I 2.3' 1- 2.4" Specifications Comp Mount Install Kit SKU PSCR-00 PSCR-UO SPCR-CH L-foot Type Closed Slot Open Slot Closed Slot Kit Contents L-Foot,Flashing,5/16" L-Foot,Flashing,5/16" L-Foot,Flashing,5/16"SS Lag SS Lag w/EPDM washer SS Lag w/EPDM washer w/EPDM washer,M10 Hex Bolt Finish Black(L-foot and Flashing) Roof Type Composition Shingle Certifications IBC,ASCE/SEI 7-10,AC286 Install Application Railed Systems Compatible Rail All Flashing Material Painted Galvalume Plus L-Foot Material Aluminum Kit Quantity 24 Boxes Per Pallet 72 Patents Pending.All rights reserved.©2018 Pegasus Solar Inc. Pegasus Solar Inc • 100 West Ohio Avenue, Richmond,CA 94804 • T: 510.730.1343 • www.pegasussolar.com -77 , , 44.1 1 S • SunPower® lnvisiMlountTM Residential Mounting System Simple and Fast Installation • Integrated module-to-rail grounding • Pre-assembled mid and end clamps • Levitating mid clamp for easy placement • Mid clamp width facilitates consistent,even module spacing • UL 2703 Listed integrated grounding 1y Flexible Design ► • Addresses nearly all sloped residential roofs • Design in landscape and portrait with up to 8' - rail span • Pre-drilled rails and rail splice -.:� • '. • Rails enable easy obstacle management Customer-Preferred Aesthetics • #1 module and#1 mounting aesthetics Elegant Simplicity • Best-in-class system aesthetics • Premium,low-profile design SunPower® InvisiMountrm is a SunPower-designed • Black anodized components rail-based mounting system. The InvisiMount system • Hidden mid clamps and capped,flush addresses residential sloped roofs and combines faster end clamps installation time, design flexibility, and superior aesthetics. Part of Superior System The InvisiMount product was specifically envisioned and • Built for use with SunPower DC and AC modules engineered to pair with SunPower modules. The resulting • Best-in-class system reliability and aesthetics • Optional rooftop transition flashing,rail- system-level approach amplifies the aesthetic and mounted J-box,and wire management rail clips installation benefits—for homeowners and for installers. • Combine with SunPower modules and SunPower EnergyLine monitoring app • sunpower.com te Datasheet S U N P W E R • f1 ' a SunPower® InvisilVountTM Residential Mounting System InvisiMount Components Module'/Mid Clamp and Rail Module'/End Clamp and Rail erOr flit ill Ground Lug Assembly Row-to-Row Spacer ill End Clamp Ake Mid Clamp 11 *411° Sill° Rail and Rail Splice Row-to-Row Grounding Clip InvisiMount Component Details InvisiMount Operating Conditions Mid clamp Black oxide stainless steel 300 series 63 g(2.2 oz) Temperature -40°C to 90°C(-40°F to 194°F) End clamp Black anodized aluminum 6000 series 110 g(3.88 oz) • 3000 Pa uplift Max.Load(LRFD) • 6000 Pa downforce Rail Black anodized aluminum 6000 series 830 g/m(9 oz/ft) _ Rail splice Aluminum alloy 6000 series 830 g/m(9 oz/ft) Rail bolt M10-1,5 x 25 mm;custom T-head SS304 18 g(0.63 oz) Roof Attachment Hardware Supported by Design Too! Rail nut M10-1.5;DIN 6923 SS304 I nominal Ground lug • Composition Shingle Rafter Attachment assembly SS304;A2-70 bolt;tin-plated copper lug 106.5 g(3.75 oz) Application • Composition Shingle Roof Decking Attachment • Curved and Flat Tile Roof Attachment Row-to-row SS 301 with SS 304 M6 bolts 75 g(2.6 oz) •• Universal interface for other roof attachments grounding clip — — Row-to-row Black POM-grade plastic 5 g(0.18 oz) _spacer _ InvisiMount Component LRFD CapaClties2 InvisiMount Warranties And Certifications Uplift 664 lbf • 25-year product warranty Mid clamp Shear 540 lbf Warranties • 5-year finish warranty Uplift I 899 lbf End clamp • UL 2703 Listed Shear 220 lbf Certifications • Moment:upward 548 lbf-ft Class A Fire Rated Rail Moment:downward 580 lbf-ft Moment:upward 548 lbf-ft Rail splice - - Moment:downward 580 lbf-ft Root Attachment Hardware Warranties Uplift 1000 lbf L-foot Refer to roof attachment hardware manufacturer's documentation. Shear 390 lbf 'Module frame that is compatible with the InvisiMount system required for hardware interoperability. z SunPower recommends that all EquinoxTM,Inv siMount ,and AC module systems always be designed using the InvisiMount Span Tables#524734.if a designer decides to instead use the component capacities listed in this document to design a system,note that the capacities shown are Load and Resistance Factor Design(LRFD)design loads,and are NOT to be used for Allowable Stress Design(A5D)calculations;and that a licensed Professional Engineer(PE)must then stamp all calculations.If you have any questions please contact SunPower Technical Support at 1-855-977-7867. sunpoweLCom 2018 SunPower Corporation.All Rights Reserved.SUNPOWER,the SUNPOWER logo,EQUINOX,and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. 509506 RevF MI other trademarks are the property of their respective owners.Specifications included in this datasheet are subject to change without notice. Datasheet S U N P V V E R . e JOB NO.: U1905.0486.221 V' ECT•DR SUBJECT: GRAVITY LOADS E �-1 O I r"1 E E R S PROJECT: Kris And Lisa Hales Residence GRAVITY LOADS Roof Pitch: 10.1 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Asphalt Shingles 2.6 1.31 2.0 1/2" Plywood 1.3 1.31 1.0 Framing 3.0 3.0 Insulation 0.5 0.5 1/2" Gypsum Clg. 2.6 1.31 2.0 M, E & Misc 6.5 6.5 Total Existing Roof DL 16.5 PV Array DL 3.9 1.31 3 ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10 Table 4-1 Roof Live Load With PV Array [psf] 20 SNOW LOAD (S): Existing w/ Solar Array Roof Slope [x:12]: 10.1 10.1 Roof Slope [°]: 40 40 Ground Snow Load, pg [psf]: 30 30 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II II ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pf[psf]: 25 25 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No Yes ,ASCE 7-10. Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10. Section 7.4 Roof Slope Factor, Cs: 0.92 0.50 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 23 13 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 23 13 JOB NO.: U1905.0486.221 VECTOR SUBJECT: LOAD COMPARISON E n O I n E E R S PROJECT: Kris And Lisa Hales Residence Summary of Loads Existing With PV Array D [psf] 17 20 Lr[psf] 20 20 S [psf] 23 13 Maximum Gravity Loads: Existing With PV Array (D+ Lr)/Cd [psf] 29 32 ASCE 7-10,Section 2.4.1 (D+5)/Cd [psf] 34 29 ASCE 7-10,Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for S,and 1.25 for Lr) Maximum Gravity Load [psf]: 34 32 Ratio Proposed Loading to Current Loading: 94% OK The gravity loads,and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34, 9th Edition are met and the structure is permitted to remain unaltered. JOB NO.: U1905.0486.221 VECTORSUBJECT: SOLAR LAYOUT E n o i n E E R s PROJECT: Kris And Lisa Hales Residence THIS RAIL WILL NEED TO RUN. VERTICALLY SINCE THIS SECTION HAS PURUNS THAT _ SPAN THE LAST TRUSS TO f�_ THE EXTERIOR WALL. o 0 0 !I • o a • 0 0 • 0 0 • 0 0 • 0 • o • • o THE LAST TRUSS IS • • LOCATED HERE • • o • • • JOB NO.: U1905.0486.221 VECTORSUBJECT: WIND PRESSURE n o l n e e R s PROJECT: Kris And Lisa Hales Residence Components and Cladding Wind Calculations Label: Solar Panel Array ] Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 140 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable Roofs 27°< 8 <_45° Enclosure Classification: Enclosed Buildings Zone 1 GCp: 1.0 Figure :30.4-2C (enter negative pressure coefficients) Zone 2 GCp: 1.2 Zone 3 GCp: 1.2 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 1 Equation 26.8-1 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 36.2 Equation 30.3-1 GCp;: 0 Table 26.11-1 PRESSURES: p=q,,[(GC1,)—(GCp,)]j Equation 30.9-1 Zone 1, p [psf]: 35.7 psf (1.0 W, Interior Zones, beyond 'a' from roof edge) Zone 2, p [psf]: 42.9 psf (1.0 W. End Zones. within 'a' from roof edge) Zone 3, p [psf]: 42.9 psf (1.0 W, Corner Zones. within 'a' from roof corner) (a= 3 ft) EC1ORJOB NO.: U1905.0486.221 SUBJECT: CONNECTION E rl O 1 r1 E ER S PROJECT: Kris And Lisa Hales Residence Calculate Uplift Forces on Connection Max Trib. Max Uplift Pressure Max Trib. Width' (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft2) (Ibs) Zone 1 19.6 4.0 11.7 229 Zone 2 24.0 4.0 11.7 280 Zone 3 24.0 4.0 11.7 280 Calculate Connection Capacity Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Embedment3 [in]: 2.5 Grade: SPF (G = 0.42) Nominal Capacity [Ibs/in]: 205 NDS Table 12.2A Number of Screws: 1 Prying Coefficient: 1.4 Total Capacity [Ibs]: 586 Determine Result Maximum Demand [Ibs]: 280 Lag Screw Capacity [Ibs]: 586 Result: Capacity > Demand, Connection is adequate. Notes 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the 'Max. Trib Width' and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 70". 3. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length.