Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Bld-20-003276
ONE &TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Departmentfr ort 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836i:.*'� "Es 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 PermitNumber:,( 1.7�`off O7) 32'l.(- I Date • SAS 14.-)0 S I Building Official(Print Name) - Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assesso Map&Parcel Numbers 1 ;wec Q\- 39' 1.1 a Is this an accepted street?yes no Map Number Parcel Number 13 Zoning Information: L4 Property Diniensio : 'C ZoningDistrict (Proposed Use Lot Area(sq ft) Frontage(it) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required fi I Provided Required Provided Required nalpe Provided 1.6 Water Supply:(M.G.L c.40,j 54) 1.7 Flood Zone Information: 1.8 Sewage Disposal-System: Public❑ Private 0 Zone: _ Outside Flood Zone? Municipal El On site disposal system O Check if yes0 SECTION 2: PROPERTY OWNERSB P` 2.1 Owner'of Ord: Name(Print) City,State,ZIP 1 No. �s V 1(Or o4 tL\ (00-L 631t) loro(\ �nmcAS4,n - Telephone 4 Email SECTION 3:DESCRIPTION OF PROPOSED WORK?'(check all that apply) New Construction Cl Existing Building❑ Owner-Occupied ❑ I Repairs(s) ❑ Altexation(s))lk Addition 0 Demolition 0 Accessory Bldg.❑ _Number of Units Other 0 Specify: Brief tion of Proposed Works: n�' �;n�� \� i 1.of �C t J 3 fin n 1 A V1 1;�5 sole r'd, c1vi maA �r F. l 41°V. SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official-Use Only (Labor and Materials) I.Building $ 1. Building Permit Fee:$ l "(hndttte how fee is determined.- CI Standard City/Town Application Fee ' 2.Electrical $ tag too - ❑Total Project Cost3(Item 6)x multiplier . . x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List 5.Mechanical (Fire $ ' ' . _..' _' • Suppression) Total All Pies:$ Check No. Check Amount: Cash Amount 6.Total Project Cost $ ' 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 0 9 aa g1 3 -� � -- C� 1115 - r� Sc License Number Expiration Date Name of older qc'k\ mAi`^ List CSL Type(see below) No.and Street Type Description r1 n`r U Unrestricted up to 35,t100 co-ft-) City/Town,State,ZIP R Restricted lea Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances + g-{p91y-7tic/ eaSt Awe Qdszs.1 .reeyz'i I insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor C�1(MC.)) l'i. 0, I r - .-11 /3,II S > RIC Registrati i Numbs p HIC Companyya a or HIC Recant Name No. Street PaSD�W eP , G Re G!h ok% 1 -(0yy-)W1Email City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit Signed Affidavit Attached? Yes No Cl . 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. kri Print n Owner's Name�c Sig Cate) Date • SECTION 7b:OWNER'OR AUTHORED 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. I 4 i4A)3 , • 1+ - ' +er's or +n+ •�_+ 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 mmt 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.aov/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 1 Number of bedrooms Number of bathrooms [ i Number of halfaths n,l Type of heating system 1 Number of decks/porches - " Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" • L 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. to t•'�l Date Jason oats for E2 S ar Inc, Contractor ,0/4,7 Date Carolyn Prat, System der /6/A/(. /01(0/19 Date John ' lark Sy- em 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 Carolyn Pratt and John Clark,Owners 10/9/19 _ '\ The Commonwealth of Massachusetts ►E_** if/ Department of Industrial Accidents C.==e 1 Congress Street, Suite 100 C. Slit- '' Boston,MA 02114-2017 ,,�E 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#:508-6947889 Are you an employer?Check the appropriate box: Type of project(required): 1.14 I am a employer with 12 employees(full andior part-time).* 7. Ei New construction 2.0 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. ❑Demolition 30 I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 Q Building addition 4.0I 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 1 I.0 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 51:1 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance. 13.12Roof repairs 6. We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0 Other 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. 1 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:7ir Q,NLI SA-- City/State/Zip: \fArivto,4411.1 MA 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 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. 1 do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: 4/I ct Phone#: 50 -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 508-398-22311 ext -I261 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 ; Work Address Is to be disposed of oat the following location: \ 1 ,n} MtvS4.1s .Mr IS Said disposal site shell be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 12)5/1/ t of Application Date Permit No. A R CERTIFICATE OF LIABILITY INSURANCE DATE( °°"Y"Y) • `..••f 11/04/2019 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 WANED,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 uv Ecru: (508)775-1620 (NC (a/c,Na: ADDRESS: Isullivan©doins.com 973 IYANNOUGH RD NSURER(S)AFFORDINGCOVERAGE NAICI HYANNIS MA 02601 INSURERA: AMGUARD INSURANCE CO 42390 INSURED INSURER B E 2 SOLAR INC INSURERC: INSURER D: 831 MAIN ST INSURER E: DENNIS MA 02638 INSURER F: COVERAGES CERTIFICATE NUMBER: 468841 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. LTR TYPE OF INSURANCE INSD SUBR POLICY NUMBER �yDC POLICY EFF YIY� LTR YY) UNITS COMMERCIAL GENERAL LIABILrTY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ MED EXP(My one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY CT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTYt�AMAGE HIRED AUTOS AUTOS $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION Ni PERSTATUTE OT AND EMPLOYERS'UABY.RY Y I NER A OOFFFFIRICERIMEMBEREXC UDE ED ECUTNE WA WA R2WC082463 07/19/2019 07/19/2020 E.L.EACH ACCIDENT $ 1,000,000 (11kmdatory In NH) EL DLSFASF-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Addldonal 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.gov/IwdMrorkers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Carolyn Pratt &John Clark 322 Concord Road AUTHORIZED REPRESENTATIVE Wayland MA 01778 w. Daniel M.Cr ei 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 • Cllent#:18348 2E2S0 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/04/2019 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 The Hilb Group of N.E.dba PHONE FAx (Arc,No,Ext):508 775-1620 (Arc No): 5087781218 Dowling&O'Neil Insurance Agy E-MAIL P.O. Box 1990 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC r INSURER A:Ohio Security Insurance Company 24082 INSURED INSURER a:The Ohio Casualty Insurance Company E2 Solar,Inc. INSURER C Jason Stoots 72 Church Street INSURER D: 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. LTRIN TYPE OF INSURANCE INSR SWVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS 4MM/DDIYYYY) (MMIDD/YYYY) A X COMMERCIAL GENERAL LIABILITY BKS2057290477 05/06/2019 05/06/2020(pEACµH�OEC7CpUR�RENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $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- X POLICY JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY BAS2057290477 05/06/2019 05/06/2020 COM8INEO SINGLE LIMIT {Ea ecadenn $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY (Per accident) $ $ B x UMBRELLA LIAR 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 SPTER IOTH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 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 apace Is required) Job:78 River Road,South Yarmouth,MA 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 Carolyn Pratt&John Clark SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 322 Concord Road ACCORDANCE WITH THE POUCY PROVISIONS. Wayland,MA 01778 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 #S246338/M246337 LS1 i i V Commonwealth of Massachusetts Division of Professional ticensure Board of Building Regulations and Standards Constt n tlyzenrisor CS • -0s0293 ;# # %Tires:04I2812020 • TS, est fame try. —• DENNIS MA 0283.8 ;� • 4. . \ ----e''.-". ..,. Commissioner ._a-- _ ____ . ..._. _ __ _ ____ . .__ _ .________ ___ _ . _ ___ _ __ . . ___ _ _ c -A,,Vo-mmeutervald clbitimuadtmells Office of Consumer Affairs S Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: fissishatiss EIIDIcaliQJ.t Office of Consumer Affairs and Business Regulation 192571 07/22/2020 1000 Washington Street-Suite 710 E2 SOLAR INC. Boston,MA 02118 JASON D.STOOTS /_ 831 MAIN ST DENNIS,MA 0�68 URder efrMy _ N•,� Id Without signature • JASON swam • Inc President.-- - jam,.....a:h°113v4t2lice... h>stai• • .14 :( .7* ' ' 2 • . 831 Nkins Strom(FieBA}- iAA02638 . oat 5082:37_ woo pcoadooJolosavoo}ui woo pooadooJolosZa MMM • b'W 'H1flOW2i`dl H1f10S 688L'b69 80S :yd 8£9ZO VA 'SINN3 (V9 31 ) 1S NIVW '. 8 ti 133211S 2i3Alei 9L U) N ' >IeIV1O NHO(` 4Nb' 11b'2!d NA1021bO w � a�i0s Z3 Aq ®� � Mod N n s Q : 103 NOIJY11 ISNI 01 11OAOlOHd W . Z < 0 L F= 0 o cn III; , 4 1 1 -= 11 I I,. IuII I I 1 I I I 11 Illi ill II Mil ' I 1 Lu w all 1 1I I! n , I I 11T L LL `_ = [I 0 I 0 0 II yl -�1 - I1 1 0 0 0 !, I i I \ LG:4 I o J (JD (D w Li 0 U) U) Z X Q n W W U Q I-0 w Z r L " (n a_ 0 , Zw = Lc) Z ')r)1(( w2- > _ 1 00 .F 7, D Z Q "qQ Q > Q0 ' jC. Q ( D) P Q 1 O w O O OZU) Q < F_ v- w � 0 C% - (n Z2 7Z z - o< S) 0 C9 0 7 , z (n 0 5 I Q L`- 0 0Li_ w W C o z S 0 im � i2 Q 0`� r) 0 ' v CC � o � I� CY `n r-- Q w w w 2-1 0Z U) 'w (n 1_ U7w < Z r Q L~i `Y LL_ LYO ry O F 0 0 — Z O Q C) Q 29 I-- H- Q Z W O IC z ZZ l w O Q �� r n Lwj r1 < (n C1_ L 1 _ N 00 Do J_ Cn j o O I X CN ,- x CO = X CN Q U (n 0 cN CN v EN CN Q o_ Q = Q Q Z 2 r= L I I w , I w I I Z � > UjO � 1 ��Z 0 0 0 w ��U 0 0 ry 0 I— Q0OO � Q 0 1 I I I I I I _J I •— _I < I n I D - , i I— I I I I I I 1 C-D Ma i70 D D U) ./ - /(, N m 0 0 > D U 1— (-0D C O OZ — OM m * 0 z 1 1 - 1 I - I I 1 75' (nz < DTD D —' ;v -, NJ —' NN 0co � D D �) r U� N X� G N X z z 7 TIC m —'... z CO OCR Z � 7Z � D G� D C ° zt (,,, C C �7 ti Z D < r l fT �. CO 7 CO < DD m � D � � � v, U �� O I Z D G En FT] O z s v ` O C v 0 m CO Z G) 7 0 C0 fir. -I) CD C O O f. Z FT = �-H Z - I 7 < 0 -7 1 Fr) > z O COUD, _ 0 EnC, fl l D CO (n 0 FD 0D0 < I— —1 CA D = = —I O O CO D v > O < — . Di C -0 (n ° m � 0Efl Z Pi - D CO �� U) I-T1 X Z u) (n C � � 7 Z I— _, O m C ( ) r— C 7 I ® �; F WI p, I IT C I 1 'hi C (71 FFI FFI X i li;:i I=HEE, 7J yip I I I fi HEE I o 0 -I > � � S U N P Q W E R® � by E2 Solar D m PHOTOVOLTAIC INSTALLATION FOR: CAROLYN PRATT AND JOHN CLARK I N, f) 78 RIVER STREET mewl ti 83) MAIN ST. `RTE 6A), DENNIS, MA 02639 ph 508.694.7889 SOUTH YARMOUTH, MA C o www_e2sclarcapecod.con info@e2solarcapecod.com 1 ?> n' I f— 1 I 1 I I I 10 � UZZOOD Z -0-I _ 7 rs%Z 71 D5-' 0 0 OC Z J m I 1- Z Cf) < Z I I -1 I I Z I I I z � �' S - J �-) G Z D D = D D N X O: Z N N O (�� CD D �oThJ co No -' N X � Z � * � D � O C% GDO Z Zz r 1 ITI 7 - Z D Zz '�; zD '� D Z D � DOz � -. fTl 7 D D = 71 m X Z ti (I) J 71 ' I— 0 7-1 O -1 DOn c C D ti < CA LA O Z D — rT < U) v O 0 O Z Z Z Z Z Z v Z T C 0 0 — D ti D7_ O O C Z U) Z O n 0 0 O 0 1 D SOU, 70 rThD � O - 2_ D z 77 - —i O O I > < O Fri 01c,, Z L; 0 7 C 0 O z ;n _ T' 0000 Z ti > U 7lr1 o > X 1 - Z Z Z O 71 O (r) D ti 7 —I r— O M ® - I I f> ,E Z I I 1 Z Z IO CD IC � _ -I ' 0 1 deli ! C ri Z 1 l in I IJ III 1 I '1 ' lipti, II l 1 --II D S U N P cJ W E R® by E2 Solar D m PHOTOVOLTAIC INSTALLATION FOR: CAROLYN PRATT AND JOHN CLARK N I-- 78 RIVER STREET N 83' MAIN ST. (RTE 6.4), DENNIS, MA 02638 ph: 5C8.694.7889 SOUTH YARMOUTH, MA • 0 to www.e2solarcapecod.corn Info@e2soiarcapecod.cor' . • (30 rf\c-ALk\r-cs © _: Gr\ C06 S or3 SUN POWER® .1► o SunPower®X-Series: X22-370 I X22-360 SunPower® Residentia l ,. AC Module Built specifically for use with the SunPower EquinoxTM'system,the only fully integrated solution designed,engineered,and warranted by one manufacturer. i1 . , Maximum Power. Minimalist Design. 1 'Fill // Industry-leading efficiency means more power and savings AVIIILit 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.' 150% 140% Fundamentally Different. a t30% And Better. "I.d 1209b SunPower�X-Series Up to .T 11096 60% T im. to 100% more c 9096 lifetime a A 80c6 Conventional Module energy j 70% 'A 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 O With more than 25 million modules deployed around the world,SunPower technology is proven to last.That's Apo,(1 BF,,F9 F why we stand behind our module and microinverter K 1 with the industrys best 25-year Combined Power and Product Warranty,including the highest Power Warranty in solar. Factory-integrated Microinverter d 100% • Simpler,faster installation o 98% a 96% • Integrated wire management, d 94% _ rapid shutdown c 9296 SunPowers 90% 12% • Engineered and calibrated by . 88% E-Series and X-Series more SunPower for SunPower modules ;; 8696 Conventional Module power c L 84% in year 02%fa 25 8096 0 5 10 15 20 25 Years of operation Datasheet X-Series: X22-370 I X22-360 SunPower®Residential AC Module AC Electrical Data Inverter Model:Enphase IQ 7XS(IQ7XS-96-ACM-US) @240 VAC @208 VAC Peek()utn,Jt Power 320 VA 320 VA e ax.i 00tuiuous Output Power 315 VA 315 VA 1 rrn ( -1)V_:'•r,.;e;Ranee'(V) 240/211-264 208/183-229 Max.Continuous Output Current(A) 1.31 1.51 Max.Colts per 70 A(I-L)Branch Circuit' 12(single phase) 10(two pole)wye CEC Weighted Elioency 97.5% 97.0% Nero.Frequency 60 Hz E xtended I,equency Range 47-68 Hz A Short Circuit Fault Current Over 3 Cycles 5.8 A rms Uvervoltage Class AC Port III AC Pu,t rid,i<Iectii Cur rent 18 mA Folder tSr Ter 0:'nm: 1.0 lower Factor(a(iiusiuu e) 0.7 lead./ 0.7 lag. No,,I,O,e plies,, t,,,,r,..phase insr,cations DC Co ,_.r Data ,',;arrantleS Certiic aton5,and CO r t.3,-,-,e 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 Certifications •UL 1741/IEEE-1547 Module Efficiency' 22.7% 22.1% and •UL 1741 AC Module(Type 2 fire rated) Temp.Coef.(Power) -0.29%/°C -0.29%/°C Compliance •UL 62109-1/IEC 62109-2 FCCPart15ClassB •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) C:I'='7 :--,: •UL Listed PV Rapid Shutdown Equipment' Operating Temp. -40°F to+140°F(-40°C to+60°C) Max.Ambient Temp. 122°F(50°C) Enables installation in accordance with: •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) -..-..__.___..._.__..__ ism mm(9131n.) Weight 42.9 lb(19.5 kg) • Recommended Max. / Module Spacing 1.3 in.(33 mm) IIi l6mm 1 SunPower 360 W compared to a conventional module on same-sized arrays(260 W,16% ♦ 01h.) efficient,approx.1 6 mz),4%.more energy per watt(based on third-party module \. characterization and PVSim),0.7s%/yr slower degradation(Campeau,Z.et al."SunPower Module Degradation Rate,"SunPower white paper,2013). MIT n 1- t 2 Based on search of datasheet values from websites of top 10 manufacturers per IHS,as of . . •PI µ11nd I-3°a""-... January 2017. ak. __ t11n1 3#t rank in"Fraunhofer PV Durability Initiative for Solar Modules:Part 3."PVTech Power Magazine,2015.Campeau,Z.etal."SunPower Module Degradation Rate,"SunPower white paper,2013. 393mm 4 Factory set to 1547a-2014 default settings.CA Rule 21 default settings profile set during is 5 m.) commissioning.See the Equinox Installation Guide#518101 for more information. 5 Standard Test Conditions(1000 W/rWirradiance,AM 1.5,25'C).NREL calibration I e t standard:SOMS current,LACCS FF and voltage.All DC voltage is fully contained within the module. - 437mre -.• 6 This product is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; 07.2 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. ® ,K„COULE INTIEWME cm agar u,v.. See wwwmore details, cextende for more reference information. wosumow' S U N P o\ / E R® For more details,see extended datasheet www.sunpower.com/datasheets ra�ea \J W Specifications included in this datasheet are subject to change without notice. usTED 2018 SunPower Corporation.All Rights Reserved.SUNPOWER,the Module Fire P.f.mane•: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. suripower.com • \\ [x•\0&k1/4A\6 once ar--- 1. 6 ,i,,v- SUN POWER 0 X-Series: X21-350-BLK ( X21-335-BLK I X20-327-BLK iii .) SunPower® Residentia l 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. AWN W Industry-leading efficiency means more power and savings NMI IIIIAL4r 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.' 150% 140% Fundamentally Different. a 130% And Better. Ts1209b SunPowee X-Series Up to .T 110% 60% T to 100% more ima_. c 90% lifetime a m sova Conventional Module energy j 70% 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 With more than 25 million modules deployed around ,,,,`,f, 6f rrf $.= the world,SunPower technology is proven to last.That's c -,„ why we stand behind our module and microinverter with the industry's best 25-year Combined Power and Product Warranty,including the highest Power Warranty .------,--.- in solar. Factory-integrated Microinverter d 100% • Simpler,faster installation e 98% Q. 96% • Integrated wire management, d 94% rapid shutdown Ti 92% - p 9ovn SunPower 12% • Engineered and calibrated by E E-Series and X-Series 88% more SunPower for SunPower modules d 86% Conventional Module power C 84% ea 82% in year 9.'6 80% - 25 3 0 5 10 15 20 25 Years of operation Datasheet X-Series: X21-350-BLK I X21-335-BLK I X20-327-BLK SunPower`Residential AC Module AC Electrical Data Inverter Model:Enphase IQ 7XS(IQ7)(5-96-ACM-US) @240 VAC @208 VAC Peak n�:itput Power 320 VA 320 VA `I Max-Continioo:is Output Power 315 VA 315 VA 1 Narr ( 1)Nair 1 ^e•N) 240/211-264 208/183-229 9 Max.Cdmtinuous Output C orrent(A) 1.31 1.51 Max.Units par ;0 A(I L)Branch Circuit' 12(single phase) 10(two pole)wye Ct C Weighted Lfficieury 97.5% 97.0% Nona la Eionency 60 Hz Extended Frequency Range 47-68 Hz AC Short Circuit Fault Current Over 3 Cycles 5.8 A rms nvervrrltage(lass AC Port III Ac Pod Backf ed Cur rent 18 mA l'r;,. i.i+for 1.0 Pn,+;,r Iacto?(uduatah!e) 0.7 lead./ 0.7 lag. Nu active phase t alan.aig t:n ttv rrc p ias o instaliutlons DC P •.er Data Ccarrantles, Certifications, ana Cornp - nc;e X21-350-BLK-E-AC X21-335-BLK-E-AC X20-327-BLK-E-AC •25-year limited power warranty Warranties s .25-year limited product warranty Nom.Power (Pnom) 35. W 335 W 327 W Power Tol. +5/-0% +5/-0% +5/-0% •UL 1703 • 1547 Module Efficiency21.5% 21.0% 20.4% Certifications UL 1741/IEEE Module and •UL 1741 AC (Type 2 fire rated) Temp.Coef.(Power) -0.29%/°C -0.29%/°C -0.29%/°C Compliance •UL 62109-1/IEC 62109-2 FCC Part 15 Class B •Three bypass diodes •ICES-0003 Class B Shade Tol. •Integrated module-level maximum •CAN/CSA-C22.2 NO.107.1-01 power point tracking CA Rule 21(UL 1741 SA) r airl,r_ (includes VoltNar and Reactive Power Priority) •UL Listed PV Rapid Shutdown Equipment Operating Temp. -40°F to+185°F(-40°C to+85°C) Max.Ambient Temp. 122°F(50°C) Enables installation in accordance with: •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/mz 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 f'.iecnan:Cat Data (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 Outdoor rated •Rated for load break disconnect Frame Class 1 black anodized(highest AAMA rating) PID Test Potential-induced degradation free Weight 42.9 lbs(18.5 kg) 1558 mm(613 in.) Recommended Max. Module Spacing 1.3 in.(33 mm) ".j 1 1 SunPower 360 W compared to a conventional module on same-sized arrays(260 W,16*, 1 efficient,approx.1.6 mil,4%more energy per watt(based on third-party module 46 we characterization and PVSim),0.75%/yr slower degradation(Campeau,Z.et al."SunPower 4Ik (18 in.) I Module Degradation Rate,"SunPower white paper,2013). 2 Based on search of datasheet values from websites of top 10 manufacturers per INS,as of : tor6mm January 2017. el uq. 30mm_.. 3#1 rank in"Fraunhofer PVDurability Initiative for Solar Modules:Part 3."PVTech Power (412 o.f (1214.) Magazine,2015.Campeau,Z.etal."SunPower Module Degradation Rate,"SunPowerwhite �- --- ---- - paper,2013. 4 Factory set to 1547a-2014 default settings.CA Rule 21 default settings profile set during 393 mm commissioning.See the Equinox Installation Guide#518101 for more information. (15.5in.) 5 Standard Test Conditions(1000 W/m'irradiance,AM 1.5,25°C).NREL calibration standard:SOMS current,LACCS FF and voltage.All DC voltage is fully contained within the module. 6 This product is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; _" 43y, ......_- and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors; (172 inJ when installed according to manufacturer's instructions. See www.sunpower.com/facts for more reference information. GODswa GN1C.c090 m umm For more details,see extended subject datasheet www.sunpowercom/datasheets datasheets Specifications wa.vo p'r`rc.'" SUNPOWER® included in this datasheetare subjectto change without notice. �� T 4474330 T`2018 SunPower Corporation.All Rights Reserved.SUNPOWER,the SUNPOWER logo and Module FeeeDPeifor,nmce:Type MAXEON are registered trademarks of SunPower Corporation in the U.S.and other countries as well.1-800-SUNPOWER. Please read the Safety and Installation Instructions for details. 531946 ReVA sunpower.com PEGASUS A BETTER DAY ON THE JOB �\ SOLAR' COMP MOUNT Simple 3-piece design •• for rapid installation V '14'- ''%:- ' ,-�' 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 -.0./ 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. © 25-year Warranty Ni Superior Waterproofing act o >�_r ance p_ ater Tested to AC.286 without seal-int Alp'Ilk coat -as tc ,�tlact the goof itself, 0 9 0" o!e:ated ..;ter sea! ISICode Compliant ' . All-In-One Kit Packaging Full IBC,'CBC Cone Corn leant Y p 40 Flash a L-feet -Inc � -ion�. h horned Exceeds ASCE,-1 G standards EPDM achcr.�nre �nc'uaed I, each J-oacl< Pegasus Solar Inc • l _ „ - _ c no C:A 9 on - 3 3-3 • www.pegasussolar.com COMP MOUNT 1.Drill pilot hole in 2.Optional:Apply a center of rafter. "U-shape"of sealant illto 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"- ,__ 1.5" 1.9" 3. 5" 3.5" I 1 n [WI .. 1 1.6" 1, • 2.3" . _ 2.3" s 2.4" _ 0Ca Specifications Comp Mount Install Kit SKU PSCR-CO 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 • ' O ,:' c o . c .. • T E • www.pegasussolar.com • [ 3 ky yy • SunPowerl lnvisiMVountTM 1 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 Flexible Design • Addresses nearly all sloped residential roofs • Design in landscape and portrait with up to 8' 4 ' 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® InvisiMountTM' is a SunPower-designed • Black anodized components rail-based mounting system. The InvisiMount system • Hidden mid clamps and capped,flush addkesses 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 system reliability and aesthetics engineered to pair with SunPower modules. The resulting • 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 EnergyLink®monitoring app m sunpower.com A (217 Catasheet S U N P W E R 5 ���z�c �� tP wx ` �s F"'�`� � � • �. ID S tr s '� .ear�aarvm-.�eae-.•ert:.aaas••wnw.v-.��,..ra�r�uas..: - - s+f.^'jP. SunPower InvisiVountTM Residential Mounting System In,-isii�count Components Module'/Mid Clamp and Rail Module'/End Clamp and Rail eV( 411111t Ground Lug Assembly Row-to-Row Spacer End Clamp Mid Clamp 111111. Row-to-Row Grounding Clip Rail and Rail Splice In; ,'court Component Datado Cperatlnb Conoit erl= 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-L5;DIN 6923 55304 nominal Roof Attachment HarC,',are Supportea b D��;er,TO Ground lug • Composition Shingle Rafter Attachment assembly SS304;A2-70 bolt;tin-plated copper lug 106.5 g(3.75 oz) • Composition Shingle Roof Decking Attachment Y Application • 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 In,ctl'.1ot.,nt'.';arrar Anc Uplift 664 lbf • 25-year product warranty Mid clamp Shear 540 lbf Warranties • 5-year finish warranty Uplift 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 Ibf-ft Rail splice Moment:downward 580 lbf-ft Root Attachment Harci.vare C,arranties 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. SunPower recommends that all Equinox'",InvisiMount ,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(ASD)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. 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. Datasheet S U N P W E R . . VECTDR E n e 1 n E ER S VSE Project Number:U1905.0275.191 November 21,2019 E2 Solar Inc. ATTENTION:Jason Stoots 831 Main St. Dennis,MA 02638 REFERENCE: Carolyn Pratt and John Clark Residence: 78 River Street,Yarmouth,MA 02664 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 1 structure:2x10 rafters @ 16"O.C. Roofs 2&3 structure:2x8 rafters @ 16"O.C. Roofing material:composite shingles Roof slopes: 1 -22°&37°;2- 16°;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. 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:U1905.0275.191 Carolyn Pratt And John Clark Residence `/E�TOMR 11/21/2019 E 1"1 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 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 must 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 e4 or cob PROCTOR !!', S GIVK N: .11 No 54953 14084 p S � Y 4 r ootAI.` 11/21/2019 Jacob Proctor,P.E. Project Engineer Enclosures JSP/bwh 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U1905.0275.191 VECT'DR SUBJECT: WIND PRESSURE E r1 Q I fl E E R S PROJECT: Carolyn Pratt And John Clark 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 3 � � Risk Category: II �� k 4 ADDITIONAL INPUT&CALCULATIONS: Height of Roof, h [ft]: "v P (Approximate) Comp/Cladding Location Hip? Enclosure Classification: ," < Zone 1 GCp ;Figure 30.4-2B (enter largest abs. value) Zone 2 GCpx (enter largest abs. value) Zone 3 GC p:�� (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 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 40.3 Equation 30.3-1 GCp;: 0 Table 26.11-1 PRESSURES: p=qh[(GCp)— GCp,) Equation 30.9-1 Zone 1, p [psf]: 36.3 psf(1.0 W, Interior Zones*) Zone 2, p [psf]: 68.5 psf(1.0 W, End Zones*) Zone 3, p [psf]: 104.8 psf(1.0 W, Corner Zones*within a) (a= 3 ft) , • . JOB NO.: U1905.0275.191 )111 ECr O E n c� l n E E R s SUBJECT: CONNECTION PROJECT: Carolyn Pratt And John Clark Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in] ;Y * p; Ca 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. (0.6 Wind) Tributary Area- Max' Uplift Embedment' [in] ;1., , (psf) Width (ft) (ft-) Force (lbs) Grade {1 Zone Capacity[Ibs/in]: NDS Table 12.2A 1 21.8 �� ' 11.0 239 Number of Screws 2 41.1 4''' 11.0 452 Prying Coefficient: 1.4 3 62.9 : 'red 11.0 572 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.: U1905.0275.191 VECTDRSUBJECT: GRAVITY LOADS E l Q i n E E R S PROJECT: Carolyn Pratt And John Clark Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD(D) pitch loading Roof Pitch/12 Composite Shingles 2.0 1.02 2.0 psf 1/2" Plywood 1.0 1.02 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] ASCE 7-10,Table 4-1 Roof Live Load With PV Array[psf] w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:121: Roof Slope [°]: 12 12 Snow Ground Load, [psf]: �v ASCE 7-10, Section 7.2 Terrain Category: x„r a �; r .x 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, C: r t x ASCE 7-10,Table 7-3 Risk Category: r ` ;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]: 20 20 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? a : 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 cot In Pt C`)' ' A g < Y O a Y Y Y 2 8 N r' ` ' ' O 000 J a v0 O O 5 1 4- m N Q v 0 0 0 § § - P- 8 $ § § § 8 § 8 § i^ on8 LL'n N N N N •- N N g Q v 0 0 01°tb U)IL)0) .-00 K • (tpp J J J N N Ei 1yi, is x NN 1 1 0J� NJJ ' 1 p g^o O 8 N tan n n J J V i d; to rCl p^ J D N N ' t ' ' > � m NWW 4x LL , E' ISiiAlNi . JJ N gg 2 v M m oo ga 8 a_N O — 2 c0 O I° J r c0 co v N O g 000 .:N N o 0 S q 0 In la to $ D CRITERIA V M/"BHDR" W m W a) M• g 2 A tri N 5 #PLIES c m Z ;mo"tea O i � a°.-Jaa o WE React(A,B) c o _ E�¢ 0 0 0 N b W W C .1....i. ft m U Er C A N Sei t coO Q m J 5'C W °n 3f x v C a J° g a .1-C Um /0 O RA C --- U ix1- WEo y 6� W J >W 0 0 a. — 2 \ W $ $ g p J Kea' JOB NO.: U1905.0275.191 VECTOR SUBJECT: SOLAR LAYOUT En C# in E E R S PROJECT: Carolyn Pratt And John Clark Residence ROOF #1 r R00' ROOF #1 DORMER ROOF #2