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HomeMy WebLinkAboutBld-20-003874 ONE &TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department of r 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 ."'S 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. ,fib -aZO"Otc3 7 UDate Ap : _ , l 1`'� S-e4fs 1 ')s -e0 Building Official(Print Name) • Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel NaNunibers l5 10r.Li9S WG� (� $ i , I 1.1 a Is this an accepted street?b :es no Map Number Parcel Number 1.3 Zonin Ipformation: rr 1.4 Property Dimensions: \AMm 13 a- cQSs&,��,�,.1 S‘ e,,in.`� Zoning District Proposed Use V Lot Area(sq ft) +" I Frontage(R) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided Jr NIP'' 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system Cl Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1fiwner'of Record: J nc.0 S.1 da• - FrderAA '10ivk -itk,,n MoA, G litctkl eVv i Nam-1 nd(a SD Name(Print) (o City,State,ZIP Qt) 1 jc S'"C1 SVir-d9d-101 Jo c)o va ran-(OM No.and Street Telephone Email Xidress SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ [ Repairs(s) 0 Alteration(p6 Addition ❑ Demolition 0 Accessory Bldg.0 Number of Units i Other ❑ Specify: C 6 F D Brief Description of Proposed�vork2: Sn tc (�/- II .(b k.h( 31 "...el(...tits coal /�OW�.`--,.__-._..--- JAN 06 2e2 SECTION 4:ESTIMATED CONSTRUCTION COSTS. B U I L T4 V .n L N T Item Estimated Costs: Offfeial se Only (Labor and Materials) I.Building $ oat) 1. Building Permit Fee:S Andicate how fee is determined: S/ 0 Standard City/Town Application Fee 2.Electrical $ ,t ,. / • 0 Total Project Costa I m 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ /3 4.Mechanical (HVAC) $ List 5.Mechanical (Fire Suppression) $ Total All Fees:$ . . Check No. Check Amount Cash Amount: 6.Total Project Cost: $ Li-1( , _— 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) O�ca? ` ( J � 7c� C.San Sry Sato 1' License Number Ex 'rati Date Name of CSL Holder Li ?-3 1 ," List CSL Type(see below) N No.and Street Type Description N� v�(0 3 r U Unrestricted(Buildings up to 35,000 cu.ft.) City/Town,State,ZIP R Restricted lea Family Dwelling M Masonry ea S bAAr�' e a SJ cAF.t o e !dM RC Roaf wand Siding WS _ _...lr and Siding (09 y.,��� SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition . 5.2 Registered Home Improvement Contractor(HIC) fA� 7 Sow - 3-4Sin S Pao I 7Za JonDa HIC Company Name or HIC Registrant Name HIC Registration Number pica on Da Mtiti S-h ea5olef9eaSta CAfxe No.and Stet Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(IYI.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 No 0 SECTION 7a:O 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. to IN u L+ ^ AC1f Print Owner's Name rlectfbnic 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. (/&�.O Print er's or Authorized Agent's Name(Electronic Signature) ( Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.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" _ The Commonwealth of Massachusetts -`_p Department of Industrial Accidents =°= 1= 1 Congress Street, Suite 100 t i — 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 Stoats 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): in I am a employer with 12 employees(full and/or part-time).* 7. New construction I am a sole proprietor or partnership and have no employees working for me in ' 8. 0 Remodeling any capacity.[No workers'comp.insurance required.] 3.0I am a homeowner doing all work myself.[No workers'comp.insurance required.] 9. ❑Demolition 10 Q Building addition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5E1 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.0Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.�We are a corporation and its officers have exercised their right of exemption per MGL c. 14.1 Other Solar PV 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. 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.#:R2WC082463 Expiration Date:7/19/20 Job Site Address: 1 C .c S \f V Ik W)City/State/Zip: . ref MO Attach a copy of the workers'compensation pack 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 S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 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. Sienature: Date: Nob-)Ph one#: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): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22* 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 ( flew s W �• Work Acdress Is to be disposed of oat the following location: A+ 5-A, Mc,rc\wic D^;(1 S j‘di nc .e r s r Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. /4/d-c) ,, .ture 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. 1 D t Ja .,.Stoots for p; Solar Inc, Contractor Fee7pf ; Date Joao va em Owner • For the purpose of permitting itwe,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 E2 Solar Inc.,Contractor Page 9 of 10 Joao Silva,Owners 2/7/19 A�RDt CERTIFICATE OF LIABILITY INSURANCE DATE IMMIDDD,s 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 INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(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: Linda Sullivan DOWLING&O'NEIL INSURANCE AGENCY PHONEecriar „; (508)775-1620 WC. No): korrEss: Isullvan@doins.com 973 IYANNOUGH RD NSURER(S)AFFORDINGCOVERAGE NAIC0 HYANNIS MA 02601 !!SURER A: AMGUARD INSURANCE CO 42390 INSURED NSURER B: E 2 SOLAR INC INSURER C: INSURER D: 831 MAIN ST INSURER E: DENNIS MA 02638 INSURER F: COVERAGES CERTIFICATE NUMBER: 423579 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. I EFT POLJCY EXP LTR TYPE OF NSURANCE INBD yy io POLICY NUMBER (MMNL SUER �DIYYYYI (MM nr ) LIMITS COMMERCIAL GENERAL LJABLnY EACH OCCURRENCE $ AMAGE TO RED CLAIMS-MADE n OCCUR PREMISES(Ea occ ce) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN-'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY n PR0- n LOC PRODUCTS-COMP/OP AGG $ IJECT OTHER: $ AUTOMOBILE LJABLITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS N/A BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ — HIRED AUTOS AUTOS (Per accident) UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS UM CLAIMS-MADE N/A AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION X STATUTE I ER AND EMPLOYERS'LIABILITY A CCFF CE�w RMEMBEREXCLU��T Yn N/A MA R2WC082463 07/19/2019 07/19/2020 E.L.EACH ACCIDENT $ 1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRPT1ON OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached B more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensatiorUinvestigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE TIE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Joao Silva ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 559 AUTHORIZED REPRESENTATIVE North Chatham MA 02650 '- `�^ I Daniel M.Cr c 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 Client#: 18348 2E2S0 • ACORDTM CERTIFICATE OF LIABILITY INSURANCE • DATE(MM/DD/YYYY) oa/19I2019 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Hilb Group of N.E.dba PHONE 508 775-1620 FAX 5087781218 (NC,No,Ext): (A/C,No): Dowling&O'Neil Insurance Agy E-MAIL P.O.Box 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Liberty Mutual 23043 INSURED INSURER B:Ohio Security Insurance Company 24082 E2 Solar,Inc. Jason Stoots INSURER C INSURER D: 72 Church Street West Barnstable,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. EXP LTRR TYPE OF INSURANCE NSR WVD POLICY NUMBER (MM/DDY/YYYY) (MM/DDY ) LIMITS A X COMMERCIAL GENERAL LIABILITY BKS2057290477 05/06/2019 05/06/2020 EACH OCCURRENCEEC $1,000,000 PR CLAIMS-MADE X OCCUR EEaEocccurrence) $300,000 MED EXP(Any one person) $15,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO-POLICY JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY BAS2057290477 05/06/2019 05/06/2020 Ea accideD SINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED AUTOS ONLY X AU SCHEDTOSULED BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY (Per accident) A X UMBRELLA UAB X OCCUR US02057290477 05/06/2019 05/06/2020 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$10000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE FR ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED'? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Job:Silva-15 Drews Way,Yarmouth 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 J080 SiVa SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 559 ACCORDANCE WITH THE POLICY PROVISIONS. North Chatham,MA 02650 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #5234179/M234172 LS1 • • 1----- - i i ® Commonwealth of Massachusetts Division of Professional Licensure • Board of Building Regulations and Standards Cons Srvisor OS-090293 ,pires:ti34l28l202a ... - JASON D STOOTS r ass MAIN sr. 4 -_ '_ DENNIS MA 0 ';' r \• _. �r �`� Commissioner c2.._ ' c ie`Ifium onaeaid 161 a( fFJela ___ _ Office of Consumer Affairs&Busbies,Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 192571 - 07/22/2020 1000 Washington Street-Suite 710 E2 SOLAR INC. Boston,MA 02118 JASON O.STOOTS 1 '� 831 MAIN ST ]� DENNIS,MA 02668 UndersecretaryN I = Id without signature JASON STOOTS- 2 = AhotowFtaiG Instal 5082371892 minsig..ffisj offias:S _ fac�g - .com •. Jaso n®e2s lasca p )11111°' E ri O I rI E E R VSE Project Number:U1905-0214-191 February 1,2019 E2 Solar Inc. ATTENTION:Jason Stoots 831 Main St. Dennis,MA 02638 REFERENCE: Joao Silva Residence: 15 Drews Way,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. Design 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-Small roof:2x8 rafters @ 16"O.C. Roof structure-Porch:2x6 rafters @ 24"O.C. Roof structure-South:2x6 rafter @ 26"O.C. Roof structure-North:2x10 rafters @ 16"O.C. Roofing material:composite shingles Roof pitch-Small roof: 10:12 Roof pitch-Porch:2:12 Roof pitch S.&N.roof:3:12 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. See attached calculations for beam adequacy. 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number:U1905-0214-191 . Joao Silva Residence VECTOR 2,1,2019 E r'1 O I r'1 EERS 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 lateral force resisting system 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 ("4, WELLS L. gHOLMES STRUCTURAL. Wells m o.54240 )10,AL 02/01/2019 Wells Holmes,S.E. Project Engineer Enclosures WLH/yca 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com • • JOB NO.: U1905-0214-191 v E G T O R SUBJECT: WIND PRESSURE E n o I n E E R s PROJECT: Joao Silva Residence Components and Cladding Wind Calculations Label: 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: Hip'? Enclosure Classification: Zone 1 GCp: !Figure 30.4-2B (enter largest abs. value) Zone 2 GCp: (enter largest abs. value) Zone 3 GCp: (enter largest abs. value) a: 9.5 Table 26.9-1 z9 [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 36.2 Equation 30.3-1 GCp;: 0 Table 26.11-1 (largest abs. value) OUTPUT: p=qh 1(GCp)—(GCP;)J Equation 30.9-1 Zone 1 Pressure, p [psf]: 32.6 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 61.5 psf(1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 94.1 psf(1.0 W, Corner Zones*within a) (a= 3 ft) JOB NO.: U1905-0214-191 EC O SUBJECT: CONNECTION E rt O 1 rI E E R PROJECT: Joao Silva Residence Lag Screw Connection Capacity: Demand: Lag Screw Size[in]: Max. Trib. Cd: 1.6 NDS Table 2.3.2 Pressure Max d (0.6 Wind) Tributary Areal Max. Uplift Embedment' [in]: (psf) Width (ft) (ft2) Force(Ibs) Grade: Zone Capacity [Ibs/in]: NDS Table 12.2A 1 19.6 11.0 215 Number of Screws: : 2 36.9E 11.0 406 Prying Coefficient: 1.4 Partial 2 & 3 56.5 11.0 543 Total Capacity [Ibs]: 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). • JOB NO.: U1905-0214-191 E C 1 0 R SUBJECT: GRAVITY LOADS E fl © 1 fl E E R S PROJECT: Joao Silva Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 Composite Shingles 2.1 1.03 2.0 psf 1/2" Plywood 1.0 1.03 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 0.0 psf DL 6 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] w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: 14 14 Snow Ground Load, pg [psf]: ASCE 7-10, Section 7.2 Terrain Category: ASCE 7-10, Table 7-2 Exposure of Roof: ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: -. ASCE 7-10, Table 7-3 Risk Category: 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, pr[psfl: 25 25 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 20 20 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? ` ASCE 7-10, Section 7.4 Slope Factor Figure: Fi•ure 7-2b Fi•ure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 25 25 ASCE 7-10, Equation 7.4-1 Design Snow Load, S (psf]: 25 25 Fora Fin g VECTOR Abbrev GRADES (Psi) (Ps8 1 7 0,000 (lb/ft)32 JOB NO.: U1905-0214-191 OFUt1 DFL#1 1,000 180 1,700,000 32 E f1 C9 I fl E E R S DFL#2 DFL#2 900 180 1,800,000 32 DF1(5X) DFL#1 5X5 8 LARGER 1,350 170 1,600,000 32 SPF#2 SPF#2 875 135 1,400,000 28.2 SP#2 SP#2 1,100 175 1,400,000 34.3 PROJECT: Joao Silva Residence SUBJECT: BEAMS 24F-V4 24F-V4 2,400 240 1,800,000 32 24F-V8 24F-V8 2,400 240 1,800,000 40 LVL(1.9) LVL(1.9X106E) 2,600 285 1,900,000 40 DESIGN LOADS: Load Types: Snow Live Dead LVL(2.0) LVL(2.0X108E) 2,200 285 2,000,000 42 Roof 25 20 7 CRITERIA(L/) DR DLL DDL LSL LSL(1.3X106E) 1,700 400 1,300,000 42 Solar 3.0 A(BLANK) 120 240 STL36 GRADE 36 STEEL 21,600 14,400 29,000,000 490 B 240 480 STL46 GRADE 46 STEEL 27,700 16,500 29,000,000 490 C 600 800 STL50 GRADE 50 STEEL 30,000 20,000 29,000,000 490 Point Point O DLL DLLarow Add'I Add.' m Live Dead n (in) (in) Roof Floor Wall Live Solar Point 4, Dist Load Load ac M 71 (SEE (SEE 1.5DL Length Trib Trib Trib Load Load Load ^y 'a' 'PLC PDL 1 I ;ill Mma, Ma,,,,, V,,,a, V,�,,, DTL Drtarow COND COND GLB ID Label 'L'(ft) (ft) (ft) (ft) (plf) (pif) From co (ft) (Ib) (Ib) g Grade Size y Cr CD CF,v R.(Ib) Rb(Ib) (ft-lb) (ft-lb) (lb) (Ib) (in) (in) 'C') 'C') Camb Check Small Roof 5.5 1.33 4.0 (1).SPF#2 2X8 _ 1.15 1.15 1.20 129 129 178 1521 101 1126 0.015 0.550 0.008 0.275 0.12 M Porch 4.583 2 7 6.0 (1)__SPF#2 2X6 _ 5.8_ (1) SPF#2 2X6 1.15 1.15 1.30 162 162 185 948 129 854 0.024 0.458 0.014 0.229 0.20 M South Roof 10.17 1.92_ _ _ - 1.15 1.15 1.30 345 345 877 948 314 854 0.560 1.017 0.317 0.509 0.92 M North Roof _ 11 1.33 _ _ 4.0 __ (1) SPF#2 2X10 _ 1.15 1.15 1.10 258 258 710 2269 222 1436 0.112 1.100 0.063 0.550 0.31 M • • ,v%1 tiE 0.6i ...6 !gig 1 a r(n rfl m -0 CO D cn cn cn^m mgnn, m 8 1,,42mi2 =4 Ox)D KCvm 8• mki-gm � oii NS � ODy DO (nP I �+ / O Z17mv`3or n' o ]� K -lZp OMZZ v 3ms'a -0 om �1gm m = a o -1 O n X _ v 41;1 ��R o aA nOD K C,a�+ ■ 2 () _ OO)[ 11 �: O3:1\ dQPh :> k » 0 O C7 C7 O i m o aau yZ01 = T` O rn _ p m = � = ate`- (nOfrT1 a• j X yw t C O in ili (N CO cn 151 O m O ii A N f0 4, 4 g I " / . z cp \ ZO N N X O e D 1 to ` `5 6 O iii 0 i \ o Xzcll * \ E8 $ EI g To r. y 4 r O Sll �� .o SUN P O W E R® I by E2 Solar D m PHOTOVOLTAIC INSTALLATION FOR: JOAO SILVA o 15 DREWS WAY 0 831 MAIN ST. 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(RTE 6A), DENNIS, MA 02638 WEST YARMOUTH, MA — www.e2solorcapecod.com info@e2solarcapecod.com Xkl ` a m mo*< a-gptga 0,A gagg� TnE n I D ZI I I fI 0 ' 8A 0,Za, v � Wmmay m o < z �D Drz II a2�3 zg aJg ms DDr � D\ / D -n m 2u D O 0 7) mOz/ rmOoani = - p Oz ►, O 4a ' 4tip.1 GO %v O N = O Zcn D 7-1 O Q "' .� to 7 '0 -I D fV 73 g iw N Z n = z K - ti Cld N4 m33 Ai ^ :0 (n m � 000 ti �v � Q ' o A D z 0 gat* $a§ � w o� O 66 (n O -i n m Q '8 sac H g@ 0,2 Lae = 0 = 0 Z p � w� 8' (n =if` u) m 0 O (n x D in Y I; O m 1- i: Ca O -0► �O --I q \ c ID o o P 2 _ ii 111 is to w ir z ol O m to7 J to —I = () D O r TI ,'1 s O F- O £M T l 0 II' cDpGB1 O C *' A ' -1 �1 \ c:. Iv cow,i044, lb 1 rnT E C r. cm ir r , ® P m PHOTOVOLTAIC INSTALLATION FOR: )) ! Q S U N POW E R by E2 Solar D JOAO SILVA o 15 DREWS WAY ....X. WEST YARMOUTH, MA 0 831 MAIN ST. (RTE 6A), DENNIS, MA 02638 ph: 508.694.7889 co www.e2solarcapecod.com info0e2solarcapecod.com . 3 4- 0 f FIE SUN P0W E R' SunPower®X-Series: X22-370 I X22-360 SunPower® Residential . : AC Module , , Built specifically for use with the SunPower EquinoxTM system,the only fully integrated solution designed,engineered,and warranted by one manufacturer. Maximum Power. Minimalist Design. MI Industry-leading efficiency means more power and savings AIN ArAr per available space.With fewer modules required and hidden microinverters,less is truly more. teriN Highest Lifetime Energy and Savings. Designed to deliver 60%more energy over 25 years in real-world conditions like partial shade and high temperatures.' 150% . !40% Fundamentally Different. a 130% And Better. v 120% SunPower X-Series Up to >. 11 os% 60% p100. more so c 90 a m lifetime A sOw Conventional Moduleis energy 7o+ N 60% 0 5 10 15 20 25 The SunPower®Maxeon®Solar Cell Years of operation • Enables highest-efficiency modules available 2 • Unmatched reliability 3 • Patented solid metal foundation Best Reliability. Best Warranty. prevents breakage and corrosion Q With more than 25 million modules deployed around the world,SunPower technology is proven to last.That's < 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 . ,100% • Simpler,faster installation e 98% 0. 96% 1 • Integrated wire management, d 54% rapid shutdown �' 92% - o 1o, SunPower` 12or • Engineered and calibrated by 884 E-Series and X-Series more SunPower for SunPower modules c▪ 86% Conventional Module power 94% 82% in year 3 1Q aove _25 10 15 20 25 Years of operation Datasheet r X-Series:X22-370 ( X22-360 SunPower®Residential AC Module Inverter Model:Enphase IQ 7XS(IQ7XS-96-ACM-US) @240 VAC @208 VAC Peak Output o‘aer 320 VA 320 VA P/ax.Continuous Output Power 315 VA 315 VA Nom.(L-L)Voltage/Range'(V) 240/211-264 208/183-229 Max.Continuous Output Current(A) 1.31 1.51 Max.Units per 20 A(Lc)Branch Circuit' 12(single phase) 10(two pole)wye CFC Vdeignteu Efficiency 97.5% 97.0% Nom Frequency 60 Hz Extended Frequency Range 47-68 Hz AC Snort Circuit Fault Current Over 3 Cycles 5.8 A rms &Eer.oltage Class AC Poct Ill AC'Port 3atkfeed Current 18 mA Power Factor Setting 1.0 Pore'Factor(acfustable) 0.7 lead./ 0.7 lag. JE.v prase -0 - eS-Lq'ase nsic'la _ 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 I Power Tolerance +5/-0Oo +5/-0% UL 1703 Certifications •UL 1741/IEEE-1547 Module Efficiency 22.7% 22.1% •UL 1741 AC Module(Type 2 fire rated) and •UL 62109-1/IEC 62109-2 Temp.Coef.(Power) 0.2996/°C 0.2944/°C 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 2 (UL 1741 SA)- (includes Volt/Var 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 mz front&back •NEC 690.12 Rapid Shutdown(inside and outside the array) Snow:125 psf,6000 Pa,611 kg/mz front •NEC 690.15 AC Connectors,690.33(A)-(EX 1) Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) i 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) 1558 mmt61.3lnJ Weight 42.9 lb(19.5 kg) • Recommended Max. / - ---� I Module Spacing 1.3 in.(33 mm) I I •6mm 1 SunPower 360 W compared to a conventional module on same-sized arrays(260 W,16% i ! (18 on.)efficient,approx.1.6 mz),4%more energy per watt(based on the d-party module \ t characterization and PVSim),0.75%/yr slower degradation(Campeau,Z.et al."SunPower - F Module Degradation Rate,"SunPower white paper,2013). ,. 106mu —t. 2 Based on search of datasheet values from websites of top 10 manufacturers per IHS,as or, MilliF. µt.2 dn.) 1- 30mm-" January 2017. i-;-., (12 ) 3#lrankin"FraunhoferPVDurabilitylnitiativefor5olarModules:Part3"PVTechPower i -- ----_- Magazine,2015.Campeau,Z.etal."SunPower Module Degradation Rate,"SunPower white paper,2013. 393 mm 4 Factory set to 1547a-2014 default settings.CA Rule 21 default settings profile set during (15.5bn.) commissioning.See the Equinox Installation Guide#518101 for more information. 5 Standard Test Conditions(1000W/m2 irradiance,AM1.5,25°C).NRELcalibration I__ _i s,_.. t standard:SOMS current,LACCS FF and voltage.All DC voltage is fully contained within the module. -'* 437rmn ••�- 6 This product is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; 1172 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. (211 �c raeane can aa+rn umar Cor www.sunpowercom/facts cextende for more reference information. v ro�now+P� S U N P 1 J w E Ra usTF more details,see extended datasheet www.sunpower.comldatasheets O11PD9 ',.J Specifications included in this datasheet are subject to change without notice. E� ©2018 SunPowerCorporation.All Rights Reserved.SUNPOWER,the Modulo Fire Performance:Type 2 SUNPOWER logo and MAXEON are registered trademarks of SunPower Please read the Safety and Installation Instructions for details. 531 945 RevA Corporation in the U.S.and other countries as well.1-800-SUNPOWER Sunpower.com • 0: looloiimmii\ PEGASUS A BETTER DAY ON THE JOB iiiiiiii"' SOLAR"' COMP MOUNT Simple 3-piece design s for rapid installation L , ... , ., , 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 Superior Waterproofing R1 d� c c - Is and Tostcd t,AC 8, hoot sealant ,- i(,,tr,Durk t 1 OO , ,,,It t).9 eFeveted wcctP, Se 31 ISICode Compliant '' All-In-One Kit Packaging Fully 16C'C6C Code Compliant 4� Hashinus, L-,-et anti SS lags n !,00deci Ex Beds ASCE 7-10 Standards EPDM ,,aslrus are included I, e,l<h 2-1-pack Pegasus Solar Inc • 1( 1 v',, ,;O Ar er .e R n nod CA 94500 • T 510]30 1 47 • www.pegasussolar.com COMP MOUNT 1.Dtill bilot hole in 2.Optional:Apply a center of rafter.- "U-shape"of sealant - to underside of flashing anci 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 Ill" manufacturer's instructions. 9.0" • 1.5" 3.5 1.9" El EW 0.9" 11.6" 1-1 t.-1; C.) GI+ 2.3" 2.3" 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 I Aluminum Kit Quantity 24 Boxes Per Pallet 72 Patents Pending.All rights reserved.©2018 Pegasus Solar Inc. Pegasus Solar Inc • 140 ,4 4 • 1 I 1 4 • www.pegasussolar.com SunPower'''' InvisiVountTM Residential Mounting System Simple and Fast Installation • Integrated module-to-rail grounding • Pre-assembled mid and end clamps �f # • Levitating mid clamp for easy placement e • Mid clamp width facilitates consistent,even module spacing • UL 2703 Listed integrated grounding 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® InvisiMount'�'' 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)-box,and wire management rail clips installation benefits—for homeowners and for installers. • Combine with SunPower modules and SunPower EnergyLink®monitoring app sunpower.com IJ` Datdsheet S U N P W E R SunDower - InvisiVountTm Residential Mounting System Module'/Mid Clamp and Rail Module'/End Clamp and Rail air►=° 111111 Ground Lug Assembly Row-to-Row Spacer End Clamp Mid Clamp etti.°14116) Row-to-Row Grounding Clip Rail and Rail Splice I' :i51M uUt D ,ink (_cy 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) Rail nut M10-1.5;DIN 6923 SS304 nominal Roof Attdcn �e:1t t',orafAar e our t c, t'G ,� re i UCi) Ground lug • Composition Shingle Rafter Attachment assembly 55304;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 ii_.11-. i „lpa t:eS IiI\(sI iL'a VAird'-t1EaiNtlatrrtlilC6tUI'i5 Uplift 664 lbf • 25-year product warranty Mid clamp Shear 540 lbf warranties • 5-year fnish warranty Uplift 899 lbf End clamp • UL 2703 Listed Shear 2201bf Cerifications 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 Attat-C ement f it Ww , JJa�n ties Uplift 1000 lbf L-foot Refer to roof attachment hardware manufacturer's documentation. Shear 390 lbf 'Module frame that is compatible with th_InvisiMour:t system required for hardware inter sperab lity. 2 SunPower recommends that all Equinox",InvisiMount''',and AC module systems always be designed using the InvisiMount Span Taoles#524734.If a designer decides to nsteao use the component capacities listed r th!s 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 at calculations.If you have any questions please contact SunPower Technical Support at 1-855-977-'867. sunpower.com ' 2018 SunPower Corporation.All Rights Reserved.SUNPOWER,the SUNPOWER logo,EQUINOX,and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. 509506 RevF All other trademarks are the property of their respective owners.Specifications included in this datasheet are subject to change without notice. SUNP WER