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TOWNOF 1FARMOUTH BUILDING DEPARTMENT 1146 Route 28tSouth:Yarmouth, MA 02664 508-398-2231 ext:1261 Fax 508-398-0836 FINAL AFFIDAVIT FOR SOLAR INSTALLATION I, (y)P1 ----SaSoit cfncif, Lic. # eanaf 23 19 fierir W.yrsrivvvith Property Addre 1 g- cb Ico Permit # Have installed the permitted solar system according to the manufactures specifications and the Mass. State Building Code. I do certify under pains and penalties of perjury that the information provided is true and correct. Per holder sign here RECEIVED GEC 12 2018 BUILDING DEP -_ ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department o. 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 41%% Massachusetts State Building Code,780 CMR Building Permit Application To Construct,Repair, Renovate Or Demolish ��.; w a One-or No-Family Dwelling - : . -. ,This Section For Official Use Only NOV. 14 7018 Building PermitNum4n t'0 9 &S 0 Date Applied ` sura Building Official(Print Name) - ' ?gn SECTION 1:hi 1'L ,. .. ,, ,: , ' ' INFORMATION .•`-, : ,. 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1'-1 Htr,V 0_ ' c: 1.1a Is this an accepted street?yes p no ' Map Number Parce Number 1.3,Zoning Information: 1.4 Property Dimensions: K- as- Al Zoning District Proposed Use Lot Area(sq ft) '",c J I Frontage(f) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required At Y l pr Provided Required of ft Provided Required ( A A... Provided 1.6 Water Supply:(M.O.L c.40,154) 1.7 Flood Zone Information: 1.8 Sewage Dispossall/Sys' tem: Public CI Private❑ Zone: _ Outside Flood Zone? Municipal D On site disposal system 0 Check if yes❑ SECTION 2' PROPERTY OWNERSHW, ; . 2.1 O1rnf Record: 7 Name(Print) City,State,ZIP r I'1 I-lefOre,cif, Q St3-all-(1346 (pigs s-ArleimecUaAlltia,rs.Wl✓l No.and Street Telephone U Email Address SECTION`3t DESCRIPTION OV PROPOSED WQRKt(check all that apply) - New Construction❑ Existing Building D Owner-Occupied ❑ Repairs(s) D Alteration(s Addition ❑ Demolition 0 Accessory Bldg.0 Number of Units_ Other ❑ Specify: Brief Description of Proposed Work': SAar Q✓ lett t k 'c-pn r (e.4$k vil S 1R mo iA\cc,r Crr)( Mvunkd i cf„A.% twin*& 9r:A lira k a.s-k- me kr.74. •i. �e , =SECITON'41 ESTIMATED CO? IgttW1 istcps S aJ ;i: .77, Item Estimated Costs y ..,_ t % T'union �"t wG w �a (Labor and Materials) + i ,�<.:-.:1.C1.—>;%:-:;.,2. e • , 1.Building $ a(,,n 0 p rl,.BuildingPotmttFee:$ dtcate hQvrfee is deteanmect zU Standard;City/Fown A hcation Fes - z'..:, •5'} 2.Electrical $ '�0 0 D OTotalYojectCos�(Itemt)Xmulhpher -�, x s 3.Plumbing $ 2 Other Fees $ " r """ I '` ' 4.Mechanical (HVAC) $ - 5.Mechanical (Firs , ,Q k;.S-k , *,.r'F 1 . t. . t Suppression) $ To a1AllFees $ - `.t! ;; a . �� CheckNd: CheekAmounit; CashAmouni 6.Total Project Cost: $ o�a%00()-- CtpaidlliAli "':;DOiitstsndtag3alsttefoe - • .. .: - .. SECTION 5:.CONSTRUCTION SERVICES . r .. :. . • 5.1 Construction Supervisor License(CSL) 090,1613 3 0.So r\ S*t ( S License Number ira on Date Name of CSL Holder List CSL Type(see below) (,J &3\ Mat n$r No.and Street ;' Type... • Description • U Unrestricted(Buildings up to 35,000 cu.R) 1:11e n n1S tang R Restricted lea Family Dwelling City/fown,State,ZIP M Masonry easo4u CaSDlnfCq LrA. 0 Roofing Covering 1 ' co(orn WS Window and Siding SF Solid Fuel Burning Appliances ri C Wl=VI - 781'1 I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) , CI 57 1 • 7/4i ao crMr -34Cn/t SMOkS HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name gs` i✓la‘ASN- tSn\er&easolkunpece>t oNt No.and Street r/ � Email address �(\nkS 0d-fnSc1 g-6611tiafrl City/Town,Stale,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 AO No O • 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. • coN'srat.- - ApA 1e_ Int_ltoLet Print Owner's Name('Eledtronic 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. -b ItllNlrl� Print Owner's or Author Agent's Name(Electronic Signature) Dau • 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142L Other important information on the HIC Program can be found at www.mass.gov/oc4Information 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" • • • "� The Commonwealth of Massachusetts _ �ase Department oflndustrialAccidents 1 Congress Street,Suite 100 ;l Boston,MA 02114-2017 N., s ttnwti.nrass.got/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE PH.ED WITH THE PERMITTING AUTHORITY. Annlicant 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): I.O I am a employer with 12 employees(full and/orpart-time).' 7. 0 New construction 2.01 am a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'comp.insurance required] 3.01 am a homeowner doingall work myself. 9. 0 Demolition y (No workers'comp.insurance required.] 4.01 am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 0 Building addition ensure that all contractors either has-'workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5 0l am a general contractor and I have hired the sub-contractors listed on the attached sheet. ]3.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance: 6.0 we are a corporation and its officers have exercised their right of exemption per MGL c. 14. IBJ Other Solar PV 152,§1(4),and we have no employees.[No workers'comp.insurance required] •Any applicant that checks box e1 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 namd of the subcontractors 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 pro riding workers'compensation insurance for my employees. Below is the policy and job she information. Insurance Company Name:Dowling&O'Neil Policy#or Self-ins.Lie.#:R2WC953024 Expiration Date:7/19/19 Job Site Address: 1H 1—ler‘ City/State/Zip:yptnww A 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 ftp 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 perftny that the information provided above is tate and correct. Signature: Date: ilalIV phone#:5 694-7889 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): I.Board of Health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone 11: Asir TOWN OF YARMOUTH �' ,: a BUILDING DEPARTMENT N 'i 1146 Route 28,South Yarmouth,MA 02664 &% — Fa 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, 1 hereby certify that the debris resulting from the proposed work/demolition to be conducted at ty tkpeAti ` , Workaddress Is to be disposed of at the following location: C4/v't-$5 Mar5\-3/4n Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. 1‘Ii+tltt{ gnature of Application Date Permit No. • 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 Date Jasgqfr Shoots for E2 Solar Inc, Contractor 9-i/-02ate Avner Date Donna Federico System Owner 41/22- Qc1,27sic? �iAmKU / 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. • Photovofalc contract Page 8 or 10 E2 Solar Inc.,Contractor g Donna Federico&Adam Reusing,Owners 8/30/18 Client#: 18348 2E250 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MwDO/YYYY) 10/03/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Agy PHONE 508 775-1620 �'� 5087781218 (AIC,No,EH): (NC,NO): 973 lyannough Road EMAIL ADDRESS: P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIL I Hyannis,MA 02601 INSURER A:Mindy Malty 23043 INSURED INSURER B:Ono Neurits In risco Caryery 24082 E2 Solar,Inc. INSURER C: Jason Stoots 72 Church Street INSURER D: West Bamstable,MA 02668 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR JN$R VNO (MM/DDIYYYY) (MM/ODIYYYY) A GENERAL LIABILITY BKS1957290477 05/06/2018 05/06/2019 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence)c $300,000 CLAIMS-MADE In OCCUR MED EXP(My one person) $15,000 _ PERSONAL ADV INJURY $1,000,000 _ GENERAL AGGREGATE $2,000,000 GEM.AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO $2,000,000 • POLICY ri JE 6 1-1 LOC $ B AUTOMOBILE LABILITY BAS1957290477 05/06/2018 05/06/201. OE;Metb8 I?INGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ — ALL OWNEDSCHEDULED BODILY INJURY(Per accident) $ _ AUTOS X AUTOS X HIRED AUTOS X AUTOSOWNED PROPERTY DAMAGE _ AUT (Per accident) _ f A x UMBRELLAUAB X OCCUR US01957290477 05/06/2018 05/06/2019 EACH OCCURRENCE $1,000,000 EXCESSLIAB CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$10000 $ WORKERS COMPENSATION WC STATIC OTH- ANDEMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETORIPARTNER/EXECUTWE EL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ I/yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ • DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If mon 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 Donna Federico&Adam Reusing SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 14 Heritage Dr. ACCORDANCE WITH THE POLICY PROVISIONS. West Yarmouth,MA 02673 AUTHORIZED REPRESENTATIVE 01988.2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S220083/M211457. RPSW1 • CORD® CERTIFICATE OF LIABILITY INSURANCE DATE(MMI s'Y' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. B SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Linda Sullivan DOWLING&O'NEIL INSURANCE AGENCY PHOM (508 775-1620 FAXNC No, ADDREss: tsullivant doins.com 973 IYANNOUGH RD INSURER(S)AFFORDING COVERAGE RACE HYANNIS MA 02601 INSURER A: AMGUARD INSURANCE CO 42390 INSURED INSURER B: E 2 SOLAR INC INSURER C: INSURER D: 831 MAIN ST INSURERE: DENNIS MA 02838 INSURERF: COVERAGES CERTIFICATE NUMBER: 321710 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. INS0. TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTRINSD VND POLICY NUMBER IMMIDNYYYYI IMMIDD/YYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE f RENTED TO DAMAGE CLAIMS-MADE n OCCUR - PREMISES occurrence) $ MED EXP(Any one person) 5 N/A PERSONAL SADV INJURY $ GENL AGGREGATE LIMIT APPLIES' PER: GENERAL AGGREGATE _ f POLICY JEOT I�LOC PRODUCTS--COMP/OP AGG $ OTHER: $ AUTOMOBILELIABILITY COMBINED SINGLE LIMIT f (Ea acddentl ANY AUTO BODILY INJURY(Per person) $ — ALL OWNED SCHEDULED _ AUTOS _ AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY MAGE HIRED AUTOS AUTOS DA(Per accaenn S UMBRELLA LIAa OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE . N/A AGGREGATE f _ DED I RETENTIONS $ WORKERS COMPENSATIONeN PER OTH- ANDEMPLOYERS'LIABILITY Y/N STATUTE WPTNEXER ANYFROPRIETOARERIECUTNE Et EACH ACCIDENT f 1,000,000 A OFFICERMEMBEREXCLUDED? N/A WA WA R2WC953024 07/19/2018 07/19/2019 (Mandatory In NH) E.L.DISEASE•EA EMPLOYEE $ 1,000,000 if under DESCRIPds TTIO OF OPERATIONS Wow E.L.DISEASE•POLICY LIMIT f 1,000,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD tat,Additional Remarks Schedule,may M attached I mare 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.govAwdMrorkeraeompensation/lnvestigations1. 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. Donna Federico&Adam Reusing 14 Heritage Drive AUTHORIZED REPRESENTATIVE West Yarmouth MA 02673 Daniel M..Cro y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD • Commonwealth ac of Masshusetts V Division of Professional Licensure Board of Building Regulations and Standards Construttbri Sap rvisOr • CS-090293 _ eF E.spires•04/28/2020 JASON D STOOTS • ,. ,. 831 MAIN sr.-- DENNIS MA 0638 • / Commissione c922 nr rnonu'ew 44 011aittwarAHIe/6 Office of Consumer Affairs at Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:Corporation before the expiration date. If found return to: 13891S0Tiflon =DAUM Office of Consumer Affairs and Business Regulation 192571::.--='_-:07/22/2020 1000 Washington Street-Suite 710 E2 SOLAR INC Boston,MA 02118 JASON D.STOOTB 831 MAIN ST (, r DENNIS,MA 02668 - Undersecretary _ No slid without signature • • w 2 ;JASON STOYOTS. reZMem Photovdltalc Installations • • •. . 839 Math Street(Ma BA) Dennis MA02638 cat 508237.38172 o8tce:8pg.6gq,78.6947389 • vmw.e2mlelrapeopdtsnp Tme SOB694.7888 • • •. 7aspn®e2so]arcapscod.eom ' r T E n o I n E E R S VSE Project Number:U1905-0199-181 November 5,2018 E2 Solar Inc. ATTENTION:Jason Stoots 831 Main St. Dennis,MA 02638 REFERENCE: Donna and Joe Federico Residence: 14 Heritage Drive,Yarmouth,MA 02673 Solar Array Installation To Whom It May Concern: Per your request,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. Desinn Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 IRC)) Risk Category:II Design wind speed: 140 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 30 psf Existing Roof Structure Roof structure:2x8 manufactured trusses @ 16"O.C. Roofing material:composite shingles Roof pitch: 8:12 Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.48"O.C.along rails 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 member forces in the area of the solar panels are not increased by more than 5%; thus, the stresses of the structural elements are not increased by 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:U1905-0199-181 Donna And Joe Federico Residence 11/5/2018 E n o i n E E R s The solar array will be flush-mounted(no more than 6" above the roof surface) and parallel to the roof surface. Thus,we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Because the increase in lateral forces is less than 10%,this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC as referenced in 780 CMR.Chapter 34,9th Edition.Thus the existing structure is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found.Connections to existing roof framing must be staggered, except at array ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters,and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC �ytNOF ''cy 1Iet HOLMES STRUCTURAL a No.54240 IST P 11/05/2018 Wells Holmes,S.E. Project Engineer Enclosures WLH/dkc 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U1905-0199-181 CT 4_: SUBJECT: WIND PRESSURE E n G I n E E R 3 PROJECT: Donna And Joe Federico 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]: (Approximate) Comp/Cladding Location: Gable Roo s'27 Enclosure Classification: Enclosed Buildings Zone 1 GCP: 3.0 ` Figure 30.4-2C (enter largest abs. value) Zone 2 GCP: 1.2 (enter largest abs. value) Zone 3 GCP: 1.2 (enter largest abs. value) a: 9.5 Table 26.9-1 z9 [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 Krt: 1 Equation 26.8-1 K.: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 40.3 Equation 30.3-1 GCm: 0 Table 26.11-1 (largest abs. value) I OUTPUT: p=qh I�GCp)—(GCp,) Equation 30.9-1 Zone 1 Pressure, p [psf]: 40.3 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 48.4 psf(1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 48.4 psf(1.0 W, Corner Zones*within a) (a= 3 ft) JOB NO.: U1905-0199-181 SUBJECT: CONNECTION E n G i r1 E E R S PROJECT: Donna And Joe Federico Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: :5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. (0.6 Wind) Tributary Area Uplift Max.Max Embedment [in]: ,'2.5 (psf) Width (ft) (ft2) Force (lbs) t Grade: SPF (G = 0.42) t Zone Capacity[lbs/in]: 205 NDS Table 12.2A 1 24.2 4.0...r 11.0 266 Number of Screws: 1 r 2 29.0 4.0 11.0 319 Prying Coefficient: 1.4 3 29.0 4.0 11.0 319 Total Capacity[lbs]: 586 Demand< Capacity: CONNECTION OKAY 1.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. 2.'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). U1905- 9-181 JOB NO.: GRAVITY LOAD .)VECTC:31:RSUBJECT: GRAVITY LOADS E n O I n E E R S PROJECT: Donna And Joe Federico Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 I 8.0 Composite Shingles 2.4 1.20 2.0 psf 1/2" Plywood 1.2 1.20 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum Clg. 2.0 psf M, E& Misc 1.5 psf DL 11 psf PV Array DL 3 psf 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 w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope[x:12]: 8.0 8.0 Roof Slope [°]: 34 34 Snow Ground 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, Co: 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, I8: 1.0 1.0 ASCE 7-10,Table 1.5-2 Flat Roof Snow Load, p,[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, Co: 1.00 0.61 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, p,[psf]: 25 15 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 15 . • '� JOB NO.: 019 SUBJECT: LOAD LOAD COMPARISON E n s I n E E R s PROJECT: Donna And Joe Federico Residence Summary of Loads Existing With PV Array D [psf] 11 14 Lr[psf] 20 20 S [psf] 25 15 Maximum Gravity Loads: Existing With PV Array D+L,[psf] 31 34 ASCE 7-10,Section 2.4.1 D+S[psf] 36 29 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psf]: 36 I 34 Ratio Proposed Loading to Current Loading: 94% OK The gravity loads in the area of the solar array are decreased;thus,the stresses of the structural elements are decreased.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. • • 99-181 E n O I n E E R S JOB NO.: 01 SUBJECT: SOLA: SOLAR LAYOUT PROJECT: Donna And Joe Federico Residence v I I GENERAL NOTES: `5 z� f " o -(18) SUNPOWER 360-AC MODULES c �'. I z -SUNPOWER INVISIMOUNT RACKING ' ' zo 8 -2X8 RAFTERS 16" OC1 F w -11 '8" SPAN , , �.\ fi / 1 -8/12 PITCH ' L`~y z0(4 tai -STANDARD ATTACHMENTS WITH fr X 4" SST LAGS 48" ALTERNATING ?c.• F wo -ALL RAILS AND MOUNTINGS ARE RATED FOR 140 MPH WIND LATERALal. ` t * ,.�, } 00M LOADS, AS PER ENGINEERS STAMPED LETTER OF APPROVAL. • > ,ie d, .� g dl=r -DRAWING FOR SOLAR INSTALLATION ONLY, ALL DETAILS ARE NOT SHOWN - `' i ;; a� j 5 �P= a o.3 TITLE: DETAILS / tru N: E v � � v) ro au o NW L V � � / . 4 U2 V yN O _ Up b 43 a 1 ' , 0 C_ Lu < N z E 0 O V bV d H L o 7 I y N = Z 3 n Date: & 11.06.2018 Sheet : A- 1 4- yq 4 `f �• . r 1i :: j 1 •41 '• y .V u ' �£ 4 c Pv �w _ r mao wrrosw w .sr+•LM a Design-Driven Advantages rim fTI i I ©22 .,f I L • #1 module aesthetics and efficiency) ' • ' , T— Unmatchedmodulereliability&• — _.SERIES • No electrolytic capacitors • 25-year Combined Power and Product i Warranty ,_.. • California Rule 21 Phase 1 compliant r Maximize Value for Roof • Size system for roof,not string inverter ' • Optimize performance of each module Expand Deployment Options "- • Complex roofs and partial shading • Small systems Optimize System and Installation Efficiency • System expandability, SunPower'AC modules,which include a factory-integrated SunPower Simplify&Speed Installation ` microinverter,provide a revolutionary combination of high efficiency,high • Factory-integrated microinverter reliability,and module-level DC-to-AC power conversion.Designed • Robust,double-locking AC connectors • Design flexibility offsite and onsite specifically for use with SunPower InvisiMountnA and the SunPower • No DC string sizing process Monitoring System,SunPower AC modules enable rapid installation,best- • Fewer installation steps than competing in-class system aesthetics,and intuitive visibility into system performance. systems • Intuitive commissioning NI this comes with the best Combined Power and Product Warranty in the industry. Component of Complete System • Built for use with SunPower®InvisiMountTM and the SunPower Monitoring System(Pvssx) Grid Support Utility-Interactive Smart Inverter • Superior system reliability and aesthetics SunPower's new Type D AC module is UL tested and certified to UL 1741 SA and provides advanced smart inverter functions.SunPowerType D AC modules are fully compliant with the California Rule 21 Phase 1 ( ' - - n 4-••-• rr „? j ran' requirements,and the Rule 21 grid profile is easily set during a-' l a commissioning with SunPower PVS5x monitoring hardware. 14TOT JB ,��. sunpower.com tt ,� sJ ,�� r 1 n P 1 1 i ndyy11�Ti I'. 1A A �+ } 1 . 1 s rM15 e . i ,d,. . I .,. . U v . a -.,,am ua .., m. .. •�rw lw ,,,k'� ;1- } r rtf' R .•°:a D w • ' l�x.y"�� .: r777 s/ r •C--, ( Iii. i !C117:1514-. i �-a.,'N s i Tye J.: a( _: ) a, ) - 4, c. aW T ( AO ._ . ' t 1 moi« 1 Y . R qui" �'.nt u + rpfr c " ' t - . s J 1:1 f f f y 't+q '+r ' • !1 e. .bE) '.G` S. les::dsjaa s ::0, IEEE 1547a-2014' CA Rule 213 SRD Profile (default settings) min./nom./max. min./nom./raiz. Frequency(Hz) . 59.5/60.0/60.5 58.5/60.0/60.5 Power Factor 0.99/1.00/1.00 0.85 lead./1.00/0.85 lag. Reactive Power ±169 Var Volt-VAr Voltage @240V 211.2/240/264V @208V 183/208/228.8V Max.Current @240 V 133 A @208V 1.54A DC/AC CEC Conversion Efficiency @240 V 96.096 @208 V 95.596 Max.Units Per 20 A Branch Circuit @240 V 12(single phase) @208 V 10(two pole)eye Power 320 W,320 VA No active phase balancing for 3 phase Installations SPR-X22-360-D-AC Warranties • 25-year limited power warranty Nominal Power°(Pnom) 360 W • 25-year limited product warranty Power Tolerance +5/-0% UL listed to UL 1741 SA Avg.Panel Efficiency' 22.2% •SRD':IEEE 1547-2003,IEEE 1547a-2014,CA Temp.Coef.(Power) -0.29%/°C Rule 21 Phase 1 •Three bypass diodes •PV Rapid Shutdown Equipment Shade Tolerance •Integrated module-level maximum power point •Equipment Grounding tracking • UL 6703,UL 9703 Connectors and cables (load break disconnection) !" _`M a°-": ittra"_d(y""++%7i 'ne, tete "ci • UL 1741 AC Module(Type 2 fire rating) Operating Temp. -40°F to+185°F(-40°C to+85°C) Certifications Enables installation in accordance with: Max.Ambient Temp. 122°F(50°C) •NEC 690.6 Max.Load Wind:62 psf,3000 Pa,305 kg/m2 front&back • NEC 690.12 Rapid Shutdown(inside and Snow:125 psf,6000 Pa,611 kg/m2 front outside the array) Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) • NEC 690.15 AC Connectors,690.33(A)-(EX1) .a.� f3 -- .-. :i:7 FCC and ICES-003 Class B 1u Aa. �. i Solar Cells 96 Monocrystalline Maxeon Gen Ill Whenusedewdhrounding atdaboingng 2703): • Integrated grounding and bonding Front Glass High-transmission tempered glass with anti- •Class A fire rated reflective coating PID Test Potential-induced degradation free Environmental Rating Outdoor rated Frame Class 1 black anodized(highest MMA rating) leo mm 01.0X N7 Weight 45.5 lbs(20.6 kg) Recommended Max. 1.3 in.(33 mm) .[1 UMW Module Spacingmm IIM - E 'Highest of over 3,200 sihcon sdar panels,Proton Module Sury ,Feb.2014 t[4a.61r0 •■■, 1046t0 eg Eq 281 rank in•w Module Durability Initiative Public Report,'Fraunhofer CSE,Feb 2013.Five out of .es the top eight largest manufacturers were tested Campeau,Z.et al.•SunPower Module I. 1 1•( Degradation Rate;SunPower white paper,Feb 2013.See wwwsunpower.comtfacts for details ,. - 112 IN • 'Factory set to 1547a-2014 default settings.CA Rule 21 default settings profile set during 11. commissioning See the Equinoxinstallation Guide 8518101 for more Information. "s T� 'Standard Test Conditions(1000 W/m'8radlance,AM 1.5.25°Q.NREL calibration standard: tele mm :s.ox 1613 n7 i 50MS current,lACCS FF and voltage.AU DC voltage Is fully contained within the module. �R^pwn °Based on average of measured Dower values during oroducbon Eadie Please read the safety and Installation Instructions for details. Mesh he Porkunnaw Type See more details, /facts for more reference Information. For more see extended datasheet www.swpowereoMdatasheets. 518986 RevB / r ‘ii / i L / F ,1 , f f i i t ti q l 4v7/44 °U'li tat�x 1'Wrt pJ1�t.p, ( 46;V 9yyrui,ttVYMd /(4fry �4:tijitCifn d t '7 - ' ti t r E° ,P}.deYNa�Y+F+m rtPA p '•M•" fl' ''At•''ifa°$ ,i`i t'M'v i rrArtOrt,Yet. ! ' s if r ` ' a , 4 . t r 2 1 • 11'11 " T 1NV �1, .��y�yi�e : ,/.✓' • tr r 4es, Y � 111� � ��'� �. " •Ofl$f '11 iV o d 0 t Res den is o t n Ing Sys e rn ,a �"l Simple and Fast Installation —A---- "`' Integrated module to-rail grounding Pre-assembled mid and end clamps • Levitating mid clamp for easy placement • Mid clamp width facilitates consistent,even - "u 4 � ', module spacing ;,f�ilfirw�s • UL 2703 Listed integrated grounding g Flexible Design I -d • Addresses nearly all sloped residential roofs r c c ^ isi" �` `' • Design in landscape and portrait with up to 8' Y^¢4 .y ,x kyr" • » tt1f rail spas F n ?,+ • Pre-dulled rails and rail splice , .;ilk - `1a ` • o • „ a • 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® InvisiMount'” is a SunPower-designed • Black anodized components rail-based mounting system.The InvisiMount system • Hidden mid clamps and new 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 Best-in-class reliability engineered to pair with SunPower modules.The resulting •• New optional rooftop transition flashing,rail- system-level approach amplifies the aesthetic and mounted -box,and wire management rail clips installation benefits—for homeowners and for installers. • Combine with SunPower modules and . r SunPower EnergyLink®monitoring app Fn � sunpower.com hallu 't•= . Ss“ es* ' < 4 S ' �� rC� Iki , a rJ " ° J + mak_ W _ ' iP aER � . , , . ',_' �. w r ".,,n a R 1 , hIrt li P A14/ r 5 ' s n , _ � 3 n �t si , f�•�, s —s r 1 1 / H :T , ,'44) ScF - 7 e f - 0' 1�'e A r'vP4 {p� P4 P {1. �k.�E ✓•y,/�1 11 /y�+ai T/Vv1}Pe•+^'q^+^•'R`mF, r 'W /^,1. �t(t •<® 1 � K IT1 ft es `'M. .L�f�e o 1� ��' ,1+ S IV�1e � �l}:I FV�TF ,1.;-2.11:11,21.,;,•','„.1),' Module, Module'/Mid Clamp and Rail Module'/End Clamp and Rail 244— M7 1 , ( N C� rr P,w grtl � GT v ar - ria. .w•w a ri'�+ k*n'ilyy Y f t{ F 4 4 C:r ' ah.*zr ' '), A- Mid Clamp End Clamp Rail&Rail Splice Ground Lug Assembly(for DC systems only) 'f 11 v' { , 7 . w w w'4 � rH i ^45 Y m P 1 , ..d YY�iJi Idm r�lS 'Al. ' N'S a.I .n-I:e, Au ' 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 Hail Black anodized aluminum 6000 series 830 g/m(9 oz/f0 Rail Splice Aluminum alloy 6000 series 830 Wm(9 oz/ft) Ground Lug 304 stainless steel )) 1„•A ei ft,t Yc�'A•_s '"�'I°ai- `a" d➢i, '"V5 ' k+'e t r,ro d"� Assembly (A2-70 bolt tin-plated copper lug) 106.5 g/m(3.75 oz) • Composition Shingle Rafter Attachment Application • Composition Shingle Roof Decking Attachment • Curved and Flat Tile Roof Attachment f ; :.,e� »°a_,3r. :A;ir :,mar, , • Universal Interface for other roof attachments Uplift 664 lbf ��mrc Mid Clamp • s , 1 :vino"',"(' »Y' ° •at 6d1„ctr Shear 540 lbf 'r Uplift 8991b( • 25-year product warranty End Clamp Warranties Shear 220 lbf • 5-year finish warranty Moment upward 548lbf-ft • UL 2703 Listed Rail Certifications Moment:downward 580 Ibfft • Class A Fire Rated Moment:upward 548 lbf-ft Rail Splice Moment downward 580 lbf-ft x w°>f'ca o. n1 r..0 -^MA,�-'�P °•$r{ rN .,< Uplift 1000 lbf L-foot Refer to roof attachment hardware manufacturer's documentation. Shear 390 lbf 1 Module frame that is compatible with the InvisiMount system required for hardware interoperability. 2 SunPower recommends that all Equinox°°,InvisiMountTM,and AC module systems always be designed using the SunPower Design Tool.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(ASD)calculations;and that a licensed Professional Engineer(PE)must then stamp all calculations. Should you have any questions please contact SunPower Technical Support at 1-800SUNPOWER(1-800-786-7693). sunpower.com x7 2017 Sunpower Corporation.All Rights Reserved.SUNPOWER the SUNPOWER logo.EQUINOX,and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. 509506 Rest All other trademarks are the property of their respective owners.Specifications included in this datasheet are subject to change without notice. ,/ i i , :r r x IF Jvi l ° Md Yt s +I+ E I t fr i r, I a 9 4)(4.",! t// q k, As i 'j . e I c s "1.. rel a s t [ t a r r r Ip y ,1 .•• ''' c? ,..,..i.....:„. 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YliWrit ,,, F °,'As:',./::.....',6.1•A. ::,,,„7-i!....,: ;,.. ., ` '�"n SY`♦ ` x` A ».`� .'e y.. dL ti srj'!t 1' 4" ' tee•' ' 1 t y Mf,: ' Y.�� f� 7 +r a 3`6 'r !.'♦..'s,� !� ,.t .2�.f.+{ sr v� 1 ' Z �in'x ���r,,., �''''9(4''• / e.r '# Versatile aluminum base for Raised flashing designed to Various standoffs available multiple configurations. divert water flow. for easy adjustment. ;i Leak-proof engineering and design with sealing point protected from elements.. ----Versatile mounting options including direct-to-decking ,,, _ ,---- 'i for easy and quick Installation.' 1 / Durable aluminum anodized finish provides exceptional` ' resistance to corrosion and wear. ji Performed .flawlessly_in;major;storm conditions._.. .. __-_,_____.._ ..__..._. o . , IAPMO certified for waterproofing and structural integrity t is All kits come complete with the following parts: 1 i fk p« " 1-t.agSoitSSS/16x4,5 1-AIShoe -, Part#615015004 Partr A20065001 r .. _ . . EZLFoot r __ itis; __ - P.rtr A2oo6a-0oi � _ ' 1-Flashing t '::0 ap ^ !" '.1-Bolt 3/S-16 x 3/4* k - Partr A200b2-0OS r Party A20068-0O1 "n, 1-Flange Nut 3/8'. . ;