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HomeMy WebLinkAbout0455 WHISTLEBERRY DRIVE p I • ..t- A s-a— 3Y.Lq Application numbe Fee ..................... .............................. KAM Building Inspectors Initials.. . ................................ •` CCT 112013 o �l Date Issued.:..... ...'..... .q......................................... TOWN ►1►- bAHNS[ABLE :�.. .Map/Parcel.... . .. ....U..............:........... TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: A✓tql s Tle 6 6Y �/1 ,�I�Rs r o;yS ,�f i,y/S NUMBER STREET VILLAGE Owner's Name: .!kp Tr A _5A1,(T/-1- Phone Number_ .l d 9 Email Address: 4 A/P 14 Q a O 4 . C cv--Cell Phone Number 5 23 216 / $ Project cost$ p2$60 Check one Residential_sL� Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK Siding 0 Windows (no header change)# 0 Insulation/Weatherization 0 Doors(no header change) # Commercial Doors require an inspector's review 0 Roof(not applying more than 1 layer of shingles) Construction Debris will be going to -_aamP CefllG&x VI.M.04oyT/-I 0;JPV5 L. CONTRACTOR'S INFORMATION Contractor's name /1/�%LS®i✓ SSG J74_1A--y Home Improvement Contractors Registration(if applicable)# (attach copy) Construction Supervisor's License# 0 9 9 y 0 -7 (attach copy) Email of Contractor �CGOL1'� �Ol/�.Q11.Cps.. Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 7S YEARS OLD OR IF THE SUBJECT PROPERTY-IS IN APPLICATION.NU.MBER............................................................ *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent Fuel source being used LP tank 20 lbs. or> Yes No___,if yes, a gas permit is required. Natural Gas Yes No ,if yes,a gas permit is required. ' If food is being served at.your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date -APPLICANT'S SIGNATURE Signature Date l All permit applications are subject to a building official's approval prior to issuance. The Commonwealth of Massachusetts t Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ` Please Print Legibly S Name (Business/Organization/Individual): '�Go/_iiv�' Address: City/State/Zip: V- k-,VS7,W- 6le D2 i15 Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.El I am a employer with r— 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for mein any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance.t required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other 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. tContractors 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 subcontractors 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: Policy#or Self-ins.Lic.#: �r 8 y go Expiration Date: 05 Z,93 2 Job Site Address: q.ST k/XxT/,6,3 Ex/2� m R. City/State/Zip: X&JJ0af1.S l/�S Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der the pai and penalties of perjury that the information provided above ' tru and correct. Signafore: Z� Date: ® Phone#: 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4.-24-07 Fax#617-727-7749 www.MM.gov/dia AC40 CERTIFICATE OF LIABILITY INSURANCE DATE 0511T11 i THI�TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). GONTAUT PRODUCER NAME: JIM HINDMAN Schlegel&Schlegel Ins Broker PHONE 508-771-8381 ac No 508-771.0663 34 Main Street ADDRESS: schlegelinsurance@gmail.com West Yarmouth,MA 02673 INSURERS AFFORDING COVERAGE NAIC 0 INSURERA: NGM INSURANCE COMPANY 14788 INSURED INSURER B: AIM MUTUAL Adilson Segolini INSURER C: DBA SEGOLINI CONSTRUCTION INSURER D: 117 Minton Lane INSURER E: W Barnstable,MA 02668-1818 EE INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THATTHE 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. rA TYPE OF INSURANCE D POLICY NUMBER MMIDD MM/DDIYYYY LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 500,000 CLAIMS-MADE �OCCUR PREMISES Ea aewrteCLAIMS-MADEMED EXP An arm S 10,000 iMPT848SU 05107119 06107120 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE S 2,Q00,000 GEMLAGGREGATE LIMRAPPLIES PER POLICY1:1 2,000,000 PRO- �LOC PRODUCTS-COMPIOPAGG � JECT OTHER: COMBINED ISINGLE 1 $ AUTOMOBILE LIABILITY BODILY INJURY(Per person) S ANY AUTO OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS PROPERTY D S HIRED NON-OWNED Per accident AUTOS ONLY AUTOS ONLY $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR Id CLAIMS-MADE AGGREGATE $ DED I I RETENTIONS rANY RKERS COMPENSATION STATUTE ER D EMPLOYERS LIABIUTY EL.EACH ACCIDENT $ _ 100,000 PROPRIETORIPARTNERIEXECUTIVE.Y� NIA AWC.4Q0-7026026-2015 05/23N9 05/23120. 10,00t BFICERIMEMBER EXCLUDED? N EL DISEASE-EA EMPLOYE Sndatory in NH) 500,OOt es,desabeurWerE.L.DISEASE-POLICY LIMIT SSCRIPTION OF OPERATIONS beIow DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.Additional Remarks Schedule,may bb anacbed if more apace is"Ired) ADILSON SEGOLINI HAS ELECTED TO BE COVERED UNDER HIS CURRENT WORKERS COMPENSATION POLICY 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. CUSTOMER COPY AUTHORIZED REPRES A E @U&2015 ACORD CORPORATION. All rights reserve, ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD f. T o IA1 ho 01% ��y✓�L r r1 I -e e r c rvt. !> a..5 a ik4 ov- Za4--#- an Add 150 ✓1 Se p � : ..._ �D______- pe r f o e w, rt Y1 y/ VI e e c s 5 ' !) tit,it k o vvi C �t ✓1 L j 4 ,d . h r C w t � r H—V-J—�I S r r Y I'r'. M a rs a vt s S f: + Le r-t- & r am e g- s t 3130 f+ 13, k hrie- td y IL 53s> , OWC*Cf CoostlmwAffaft&Su$bes RsgubUn HME MPROVEMENT CONTRACTOR Region vaBd far individual use a* TYPE-�hhdivldW bdorathsexpirstiondata, t f and ret<rrh to OfFIc90fCcnsum9rAffa1r8WWBuslnessRegulahorh ^05H4/2020 1000 Washington Street-Suite 710 ADILSON SEGO. Boston,MA 02118 D/B/A SEGOUNI fN:ifi`ft 'ON ADILSON SEGOUNI ,:: ` 117 MINTON WEST BARNSTABLE,MA 02888 Underserxetary signature Not valid Without signare Commonwealth of Massachusetts Division of professional Licensure Board of Building Regulations and Standards Construct!e ,11§jV A-SQr Specialty i �j. CSSL-099907 - f E;,�xpires: 1011412021 ADILSON SEgOLINI. i 117.MINTON CANE a t�Fti ;WEST BARN0/1B1;E MA 02688 C ; Commissioner 'x Town of Barnstable RECEIP T BA1MASS LE • 200 Main Street, Hyannis MA 02601 508-862-4038 1639- Application for Building Permit Application No: TB-19-3418 Date Recieved: 10/11/2019 Job Location: 455 WHISTLEBERRY DRIVE, MARSTONS MILLS Permit For: Building-Siding/Windows/Roof/Doors Contractor's Name: ADILSON SEGOLINI State Lic. No: CSSL-099907 Address: WEST BARNSTABLE, MA 02668 Applicant Phone: (Home)Owner's Name: SMITH, SCOTT A& B LYNNE TRS Phone: (Home)Owner's Address: 455 WHISTLEBERRY DR, MARSTONS MILLS, MA 02648 Work Description: Siding Total Value Of Work To Be Performed: $2,800.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. 1 understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: ADILSON SEGOLINI SEGOLINI 10/11/2019 CONSTRUCTION Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $2,800.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $35.00 10/11/2019 $35.00 116 Check Total Permit Fee Paid: $35.00 THIS``IS NOT ATERMFTz¢ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a Parcel a Application # d 1 S $ I Health Division Date Issued Conservation Division Application FeeS� Planning Dept. Permit Feel ( Date Definitive Plan Approved by Planning Board �C L Historic - OKH _ Preservation / Hyannis f� Project Street Address Village _ Ma�uS r✓l�1 S Owner ar,-*A • G 6,Mr- ►��`1� rus es Address Telephone 563. T)1. 3125D Permit Request 5 C)o &A z n k e G 15i-Ar c r f� M 1.5Mil- haw.t e lcck1c•.c-w( Square feet: 1 st floor: existing — proposed 2nd floor: existing proposed —dotal new Zoning District fz�__ Flood Plain Groundwater Overlay I Project Valuation a�� bDa� Construction Type R~J Lot Size Grandfathered: ❑Yes Flo If yes, attach supporting documentation. Dwelling Type: Single Family J Two Family ❑ Multi-Family (# units) Age of Existing Structure Qlo Nr Historic House: ❑Yes ;•No On Old King's Highway: ❑Yes ;KNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other AM- �r entral Air: ❑Yes ❑ No Fireplaces: Existing ALLNew Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new sizmPool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size Attached garage: ❑ existing ❑ new sizel-Shed: 0 existing ❑ new size/Other: 0 - Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ r� Commercial ❑Yes j&No If yes, site plan review # y Current Use _2G51ACn Proposed Use Afo ► 4-,t 6 e ir ,= rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name W Oa-ILrn+ h&50� elephone Number Address a �i,-ti Vet :R04e-4 License # CS- 16$1a,15— Home Improvement Contractor# BS9a. Email Worker's Compensation # Inb ALL CO TRUCTIO<N DEBRIS RES TING FROM THIS PROJE T WILL BE TAKEN TO 4_. C�wm �k4-, v C& 60� �i fly _ � ni SIGNATURE DATE r 1, r_ tC i FOR..OFFICIAL USE ONLY ` APPLICATION# DATE ISSUED ` MAP/PARCEL N0. ADDRESS VILLAGE- OWNER - DATE OF INSPECTION: - FOUNDATION - FRAME INSULATION FIREPLACE y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDINGfiA.3 " DATE CLOSED OUT ASSOCIATION PLAN NO. solarCit . y OWNER AUTHORIZATION Job#: Property Address: S16 Lf J�.. AI z S4,J A ID Od C Y I as Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on'my behalf, in all matters relat' a to work authorized by this building permit application. i Si nature Owner: Date: SOLARCiTY.COM V=0=1106oth wamil"ard of aubt+e satmr Doem of Oul%brto Rogwetwao.rui SICr4crC3 c.nao CS-108616 JASON PATRV 821 SMWART DRIVE'") . Abington MA 0E35I v 1 y w�r�r waWlG a Y. /IR�1�JI 7 Ofte otCuumtr Affain A Bach f Regulation HOME IMPROVEMENT CONTRACTOR - RoglotmtIon: 158572 rfim ExPtrattoa: 3f8/Z017 Supptemant SOLAR CRY CORPORATION JASON PATRY 24 ST MARTIN STREET OLD 2UNI 4 P— --,dLA— kAkBOROUGKMA01752 Uedermrehrp { i 57 Office of Consumer Affairs d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 CHERYL GRUENSTERN 24 ST MARTIN STREET BLD 2UNIT 11 - --- - --- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. sca Ca � a�cso� , Address ' Renewal ; Employment �_') Lost Card ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only F OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 'Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card P PP Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN — 3055 CLEARVIEW WAY - � k� SAN MATEO,CA 94402 ----...._..--- Undersecretary Not valid without signature Cx no Common weafth of Massachmsdfs Department of Induytrlal Accldens I Congress Stree4 Salle In Boston,MA 02114 2017 9wwmass gov/dia W w. orkers$Compensation lnsurnow AtDdavIt:Buit4ers/Contr2etorslEleetricianMumbom TO BE FILED WITH THE PEdtMI]ITING AUTHORITY. A9elicantlnfornetatian Pkase Print Name(rius3ncsslorgantzalionRncueiduat): SolerCity CarWratlon Address: 3055 Ciearview Way City/State/Zip: San Mateo,CA 94402 phone#- (888)785-2489 Am yoa•so amplaw?Check the appropriate box: Type of project(required): 1.01 am n employw with 12,500 omployecs(lbl I arrdtorpmt4iaa).+ .7. []New construction 1�I ant a sale proprietor or partnership and bwo no aaployccs worft for ax in 8. Remodeling any sapachy.info wcrAxas'comp.Usutanco to lmd.j on 3.J1 am aboomwoerdoipgdi work myscir.jNuvs Aco'comp.iusw m aquircd.l► 9. ❑BuildDarning 4alamatamraownerandwiltbehhfitgamtraeorsW all workonmypr+apeny. twill 10[ Building addition am="all amocton Dither have warW cmVennaw ins MM ware sae I I Q Electrical repairs or aMfions popidors with no etgrloyeea 12.[]Pltetnt>ang repairs or additions 5.01 am a .txtt =tw and I have himil the sub-contradom listed on the attadud slaxt Theme sn�oontrm.9txs have cmptoyets and have prorkas'camp.immame 2 I3.❑Roof repairs 6.Q We area corporation and its offon have exercised&A tight of exemption per MOL c. 14.❑� Otilm Solar panetS 152,§1(41 and we have no eaiployoea.[No mikoro'com.Imurenm required.] *Any- snbcaat that checks box Of mast also(NI oat the xeaioo below showing their wmk"cwrtpemation policy httonnadou. r I lomeowoers»bo xubtoir IW AM4011 indierximg Utey are doing all wank and d=hire oatsrdo contractors mtax submit a new nittdavh indicating nr4t. tConkettom Utst cheek this box nmst attached an mkilimnat sheet sbowing the nm of Uta subiantracton and store whedw or not dose enUUes have employoas. Iftho sub-eontmWIS have anpto saes,they n=1 ovide their wdrkcae camix policy mrmber. 1 nee an employer Iliad is providmg workers'compemsation immmnce for my employem. Below is the palicy and job site lnformatiox Insurance Company Name;American Zurich Insurance Company Policy if or Self-ins.Lim#: WC0182015-00 Expiration Date: 919/2016 Job Site Addndss. 455 Whistleberry Drive CitylStata2ip: Marstons Mills,MA 02648 Attach a copy of the workers'cempeosatiou policy dee�ratton page(shaming the policy number and expiration datsj. Failure to aecwe coverage as required under MGL c.152,§25A is a criminal violation punisiwbie by a fine up to$1,500.00 arWar one-year imprisamnent,as wetI as civil penalties in tits form ofs 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 orthe DIA for instuance coverage voriflcation. I da kereby cerftunOw the pains and penoftfes of pgrlury that ffie hi jomagon provided above is flue awd corred. siam (Jason-Pa September 17,2015 .flkk d use onto. Do not write in this area,ro be completed by tidy or town q,(pkiA City or Town: PermitfLiceme# Issuing Apthority(ckvlc one): 1.Board of health 2.Budding Department 3.Cstyfrown Clerk 4.Eleell6cal inspector S.Plumbing Inspector 6.other Contact Person: Phone#• • CERTIFICATE OF LIABILITY INSURANCE 0811711016 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 T)iE COVERAGE AFFORDEED 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 policy(las)must be endorsed. H SUBROGATION IS WAIVER,subject to the terms and conditions of the polky,certain policies may require an endarsenrenL A statement on this certificate does not confer rights to the certificate holder In Neu of such endorsem s. PRODUCER COWACT MARSH IRIRSK&INSURANCE SERVICES —..._._—._._...... ......... .. _..._. _....—..--- 345 CALFORNIA STREET,SUITE 130D q� CALIFORNIALUN5EN0.0437153 EJ�uL - __....... > SAN FRANCISCO,CA 94104 R ? :.......... AJbI:Shal=SColt415-74343334 99M01-STND-GAWUE-15-16 MUERA:ZUft AMOrh-I-MMceCanpamr - — — 11696 WSUF NIA �VA SaNICityCWPotallon Eas es._._._.., __..................._.. . ._.,.._..... ..._.. .. .__._ �- 3055 ClevAuw Way INSURER C:NIA UtrA $ollMaleo,CA94402' _—...._—...._._.....__....... :.................. _..._.._.._. WsuRER D:Amerfl`an Zurich Irtsunna Company 10142 ITII<ZHt E:.. RlRF: COVERAGES CERTIFICATE NUMBER: SEA-00T7t3MS-0 REVISION NUMBER:4 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 DR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM& TYPE AN OF INSURANCE .. ..................N.. ...._.... -POUCY EEF POLICY @XY —. � ....._.._.._. ..... ........ LWWEP A X 'cowAER=LeENERALUAm RY GLODIS2016-00 09A1I2016 091D1R016 EACH OCCURRENCE $ 3,0D0_000 I CLAIM64AADE I"' 1 OCCUR PREW,5. 50€4LNIED s.........-_._ 3,00D,000 F X Slit U50,ODD ( MED EXP(Any ate person)- S.. 5,DD0 I IIER&OtdAl&ADV INJURY S 3,000,0D0 E EGATEMTAPPUESPER: OENERALAGGItEGATE S 6.OD0.000 XPOYJMECT 'Loc_ T'RODUCTS-GOMPlpP A6G 5 6,000000OTR. S A Auramoam Lwsatry BAP0162017.00 OW1016 1001016 CMMEDMNGLE UNIT6 5 000,000 X ANY AU70 i I I DBDO.Y INJURY(Per person) S ALL OYMED UX SCHEDULED _ _. .. ...._x_. AUTOS AUTOS4LILYIMIUAY(Por flcddent) S X HUtEDAUTOS AUTOS D PRO iAtdAGE_........ s... ._..•.�..... ._...._.._ COMPrcOLL DO: 6 S5 0w U67ERELLALtAM OCCIRi i EACH OCCURRENCE S EXCESSLUIB CUURGS(dIWE i i AGGREGATE S OEPIT- REMMONSS D �WmxsmcomPEMYM 062014-N(AOS) 09101flD15 1091OV1016 X TUr ATliTJs _., AND VAILOYERTUASILTfY -. _ _._... .._ A ANY PROPM'TORIPARTHERIEXECUTIVE Y�1rlAj �WM82015-00(MA) 091D11ZS115 �1/2016 EL EACHACCTDOJT S UNION OFFICERRJEMBER EXCLUDED9 —._ .._....._ ........_.... (NUmdatory In NH) ` C DEDUCTIBLE:M,� E L DISEASE_EA EMPLO S 1�000,0� Iu descrftulder _....._ .•-."'O0D000 ilMN E.L.DISEASE-POUCYLIMrr S l i i 0E;"OF OPERATIONS I LOCATIONS I V94C.ES IACORD 10f,Addbonal Remmft ScNe&l%may bo ntL=M a mnre space(s togLdmd) EWdenae of insur�ce. CERTIFICATE HOLDER CANCELLATION SdarCaY Corporetion SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE 30MClean4ee Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Son Mateo.CA 99402 ACCORDANCE VATH THE POLICY PROVISIONS. AUTHORMED REPREMWATM of Marsh Risk&Insurance SerWm Cherles Ma nolejo ®1980-2014 ACORD CORPORATION. All rights reserved. ACORD 2612014101) The ACORD name and logo are registered marks of ACORD i w Version#49.2 = ;;SolarClt v i�oF�s sqS S'T September 11, 2615 �RRF3CU8 chi Project/Job#0261839 • RE: CERTIFICATION LETTER olST � Project: Smith Residence "L '' 455 Whistleberry Dr 9�7 Ci_^ Marstns ML, MA 02648C To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP3: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) - MP4: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) - MP5: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19625 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Marcus Hann, P.E. Professional Engineer Digitally signed by Marcus Hann T: 888.765.2489 Date:2015.09.11 18:09:02-04'00' email: mhann@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com Q9C" !I k�,[:�),.;7 BS JY: 17i', I/,,..f.'A{". F . ..'�R, N.; 14 C;nF.isi ;�:£a.1'A,J'.''�'+.�.l.t�.v$e:-.1.6.b.A......,1 AF;.'31 ✓ .v , R' 09.11.2015 NNk Version#49.2 �_r,,SOIarCIt . PV System Structural y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Smith Residence AHJ: Barnstable Job Number: 0261839 Building Code: MA Res. Code, 8th Edition Customer Name: Smith, Scott A Based On: IRC 2009/ IBC 2009 Address: 455 Whistleberry Dr ASCE Code: ASCE 7-05 City/State: Marstns ML, MA Risk Category: II Zip Code 02648 Upgrades Req'd? No Latitude/ Longitude: 41.670472 -70.424729 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Dao Lin Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19625 < 0.4g and Seismic Design Category (SDQ = B < D 1/2-MILE VICINITY MAP lie 4k 40 • wrlonwealth of • USDA Farm Service Agencyl 455 Whistleberry Dr, Marstns ML, MA 02648 Latitude:41.670472, Longitude: -70.424729, Exposure Category: C jSTRUCTURE ANALYSIS -LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Roof System Properties San 1 12.76 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I 47.63 in.A4 Board Sheathing None Total Rake Span 15.88 ft TL Defl'n Limit 180 Vaulted CeilingYes PV 1 Start 1.33 ft Wood Species SPF CeilingFinish 1/2"Gypsum Board PV 1 End 12.83 ft Wood Grade #2 Rafter Sloe 300 PV 2 Start F 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start f 1400000 psi Bot Lat Bracing Full PV 3 End Em,n 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.15 15.6 psf 15.6 psf PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SLl'2 30.0 psf x 0.7 1 x 0.47 21.0 psf 14.1 psf Total Load(Governing LC TL I F 36.6 sf 33.2 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(I0 py; Ce=0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb I CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Su,mmary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 38 si 1.0 ft. 155 psi 0.24 D+S Bending + Stress 808 psi 7.4 ft. 1389 psi 0.58 D+ S Bending - Stress -29 psi 1.0 ft. -1389 psi 0.02 D+S Total Load Deflection 0.52 in. 342 7.4 ft. 0.98 in. I LJ180 0.53 D+S [CALCUCATION-0 F'OESIGN WIND L'OADS=MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity_SleekMount'" Spanning Vents No Standoff Attachment Hardware Comp Mount Tvpe C Roof Slope 300 Rafter Spacing 16"O.C. Framin Type Direction Y-Y Rafters Purlin Spacing XX Purl"Only_. NA Tile Reveal Tile Roofs Only NA Tile_Atta_chment_System,Tile Roofs Only NA Standing Seam ra Spacing Sk-S-ea-m-0-n-ly NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method _- Partial ly/Fully_Enclosed_Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category_ C Section.6.5.6.3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2� Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt� 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure P p= qh(G ) Equation 6-22 Wind Pressure U „ -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing _Landscape 64" 39" Max Allowable Cantilever, Landscape 24" NA: Standoff Confi uration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift-at_Standoff T-actual'- 342 Ibs Uplift_Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 68.4% X-Direction Y-Direction Max All-owable Standoff Spacing_ Portrait 48" _ 65" Max ANwable-Cantilever Portrait 19" NA- Standoff Configuration Portrait Stag ered Max Standoff Tributa y.Are-a Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff_ T-actual_ -426 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 85.3% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 0.92 ft Actual W 1.50" Roof System Properties San 1 13.08 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I 47.63 in.A4 Board Sheathing None Total Rake Span 16.17 ft TL Detlit Limit 120 Vaulted Ceiling No PV 1 Start 2.08 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.75 ft Wood Grade #2 Rafter Sloe 300 PV 2 Start Fb 1 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ '510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psf PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7 1 x 0.47 21.0 psf 14.1 psf Total Load(Governing LC I TL I 1 33.1 Psf 29.7 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS Governing Load Comb I CD CL + CL - CIF Cr D+S 1 1.15 1.00 1 0.41 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 35 psi 0.9 ft. 155 psi 0.22 D+S Bending + Stress 774 psi 7.5 ft. 1389 psi 0.56 D+ S Bending - Stress -23 psi 0.9 ft. -563 psi 0.04 D+S Total Load Deflection 0.52 in. 348 7.5 ft. 1.51 in. 120 0.35 D+S CALCULATION OF DESIGN-WINDL-6ADg-- MP4— Mounting Plane Information Roofing Material Comp Roof PV_System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Como Mount Tvoe C Roof Slope 300 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing _X-X,Purlins Only_ NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA - —----- ---- Standin SeamfTrap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partialy/Fully Enclosed Method Basic Wind Speed V 110 moh Fig. 6-1 Exposure Category _ - _ _C _Section 6.5.6.3 Roof Style Gable Roof Fig_.6-11B/CC/D-14A/B Mean Roof Height h 15 ft _ Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt_ _ 1.00_ Section 6.5.7 Wind Directionality Factor Kam- 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure, qh qh =0.00256(Kz)(Kzt)(Kd)(V-2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(G ) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_ Landscape 64" 39" Max Allowable Cantilever�,Landscape,__- 24" _NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T_actualy___ -342 I_bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 68.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max_Allow0lle Cantiieyer��_ Portrait 19" —NA_ Standoff Configuration Portrait Sta Bred Max-Stan doff-Trrbuta_ry Area Trib- 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Tactual -426 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 85.3% I is [STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP5 Member Properties Summary MPS Horizontal Member Spans Rafter Pro erties Overhang 1.07 ft Actual W 1.50" Roof System Pro erties San 1 11.65 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I 47.63 in.A4 Board Sheathing None Total Rake Span 14.69 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.50 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12:08 ft Wood Grade #2 Rafter Sloe 300 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psf PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7• I x 0.47 21.0 psf 14.1 psf Total Load(Governing LC TL 1 1 33.1 psf 29.7 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(IS)pg; Ce=0.9,Cr=1.1,IS=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.45 1 1.2 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 33 psi 1.1 ft. • 155 psi 0.21 D+S Bending + Stress 605 psi 6.9 ft. 1389 psi 0.44 D+S Bending - Stress -31 psi 1.1 ft. -630 psi 0.05 D+S Total Load Deflection 0.32 in. 501 6.9 ft. 1.35 in. 120 0.24 D+S CALCULATION OF�bESIGN�ININD�LOA_DS�MP5 __ Mounting Plane Information Roofing Material Comp Roof PV-System Type Sota�City SSleekM_ountT'" Spanning Vents No Standoff Attachment Hardware Como Mount Tvoe C Roof Slope 300 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing_ __K- Purlins Only NA Tile Reveal Tile Roofs Only NA. Tile Attachment System Tle Roofs Only . NA St- riding Seariiarap Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind._Design Method Partially/Fulry Enclosed Method__ Basic Wind Speed V w 110 mo_h Fig. 6-1 Exposure Category �C� Section 6.5.6.3" Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I�' 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Desi n.Wind Pressure p p=qh(G ) Equation 6-22 Wind Pressure U „ -21.3 psf Wind Pressure Down Pfdowni 19.6 psf ALLOWABLE STANDOFF SPACINGS . X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable-Ca ntilever —Landscapev 24" —NA--- Standoff Configuration Landscape Staggered Max_Standoff_Tributary Area Trib 17 sf bly PV Assem _Dead Load W-PV 3.0 psf Net Wind.Uplift at Standoff T-actual- -342 Ib_s Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 68.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable_ Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff_ TribuWmArga Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift_at Standoff T-actual -426 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 85.3% Town of Barnstable F11HE Toy�o Regulatory Services Thomas F.Geiler,Director &ARNSrwate. MA W. ..� Building Division �pTFD N1{►'1 a� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# �� FEE: $ SHED REGISTRATION 120 square feet or less Location of shed(address) Village. Property owner's name Telephone number 66)- - 6 Size of Shed Map/Parcel# Si a Date Jv � Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? v QS/eod 7 Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE. COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. — PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 •` rr If PI-A /4O,ao' oo7- 4 9 T- 511£D Lo r ' ' STo�e y LoT 4 I N pfnn ,. 4- " OF ,y�\\ o si'.�'ilEf1). y �.� L � �•rt� cf� 8 1103 . 1 qN Scale: AMERICAN SURVEYING COMPANY I ? S/ECsI 71 , 135 Beaver Street Waltham, MA 02154 (617) 893-6477 A REGISTERED'LAND SURVEYOR, DO HEREBY CERTIFY THAT THE ABOVE MORTGAGE INSPECTION PLAN WAS PREPARED FOR Mortgage Inspection Plan 79E W570-/FIYE C"T.3 SAY/Ax-1 IN CONNECTION WITH A NEW DATE - 1 - cl 0 RECORDED AT f-'9KIV577961e COUNTY REGISTRY OF DEEDS MORTGAGE AND IS NOT INTENDED CLIENT W-S p'e BOOK 4srs PAGE312-3ia L.C. Cert. k OR REPRESENTED TO BE A LAND CLIENT REF. k PLAN REFERENCE: R4M/ ,9K. 34•q / 58 OR PROPERTY LINE SURVEY. NO j.0, k 600465-jio DRAWN PER TOWN OF ASSESSOR'S CORNERS WERE SET IT � .CANNOT BE MAP k PARCEL k DATED USED FOR ESTABLISHING'FENCE, THE LOCATION OF THE ORIGINAL ADDRESS: �55 WHi51T6•PRr DRIVE HEDGE OR BUILDING. LINES. THE DWELLING SHOWN HEREON EITHER N/f�,Q57DN / LS LAND AS SHOWN HEREON IS BASED WAS-IN COMPLIANCE WITH THE LOCAL BORROWER: SMi7"H ON CLIENT FURNISHED INFORMA- AP.PLICA3LE ZONING BYLAWS IN TION AND MAY BE SUBJECT TO EFFECT WHEN CONSTRUCTED (WITH SUBJECT DWELLING LIES IN FLOOD ZONE. FURTHER OUT-SALES, TAKINGS, RESPECT TO HORIZONTAL DIMEN AS SHOWN ON NATIONAL FLO.OD.I SU . CE PROGRAM FLOOD EASEMENTS AND'RIGHTS OF WAY. SIONAL REQUIREMENTS ONLY),OR IS INSURANCE RATE MAP DATED'`` I'- : TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 6 A Parcel Qa Permit# Health Division '� Pq TW_ Y I Date Issued Conservations Division / L Fee Tax Collector -fX UUA Ar SEPTIC SYSTEM'MUST BE Treasurer 0 INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board T0V N REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address �/� tn/ti'J 1-t_}, , 7D �. Village V%A a,CS" G-4,tS 184 , 11 c Owner �, S Lcr' S we -u Address " Telephone Permit Request 11 alt'" r A Square feet: 1st floor: existing 200o proposed2a 12-,r2nd floor:existing proposed Total new 2 12.S Estimated Project Cost,' Zoning District Flood Plain Groundwater Overlay Construction Type W 00-3) r a2A--L Lot Size I A-LCd- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family °Q( Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes X o On Old King's Highway: ❑Yes Flo Basement Type: ®Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 2.o o o Number of Baths: Full: existing 2dC new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing new _ First Floor Room Count Heat Type and Fuel: )E as ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes XNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:'(existi ❑new size ?G Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes VVo If yes,site plan review# Current Use 3 .'3 � ,c & Proposed Use S wit_ BUILDER INFORMATION Name 00-) LJd,k K :F_ Telephone 2 Number 6 y , Address ?v License# QQ 13 V4 Cy� U i'i 1M16r55 a 26 3 Home ImproveMent Contractor# 1 U V 1 3 S �_Jr_j( a N co Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 3� SIGNATURE f l DATE f u/,�'`0i 9 FOR OFFICIAL USE ONLY r PERMIT NO. . r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r! DATE OF INSPECTION:: FOUNDATION �. FRAME - r INSULATION 01 FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH' • - FINAL N <' GAS: ROUG4-- _ - FINAL FINAL BUILDING M0 _ { DATE CLOSED OUT ,; y ASSOCIATION PLAN NO. ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE 2- square feet X $100/sq. foot= 1 G•UU GARAGE (UNFINISHED) square feet X$50/sq. foot= PORCH square feet X$25/sq. foot = DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Cost � 2Yo-U y g990915b The Town of Barnstable Department of Health Safety and Environmental Services ►�0 P Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crassen Fax: 508-790-6230 Building'Commissione: Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: llb-5 CH Estimated Cost ( ?�1�4•a a Address of Work: -S� { r- cs a lM 1IS Owner's Name: (' �o I' S l '✓1 Date of Application: 0 S y I hereby certify that: Registration is not required for the following reason(s): ✓ Work excluded by law Job Under 51,000 Building not owner-occupied [30wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: o' s- k _�{-U.s &�r- r N A) 1 d C) 13Jr Date Contractor Name Registration No. t OR Date Owner's Name q:for ms:Affidav :-_-__- The Commonwea tl1 o Massachusetts j Department of Industrial Accidents ate_ Office affavestigatiaas 600 Washington Street Boston,Mass 02111 .^Jai`•. Workers' Compensation Insurance Affidavit name: r /1' (y U VJ 0 (Z KEKS ' r- s r-, location: (/V �(-C city ` � o`"S N1 S phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole oronrietor and have no one working in aav capacity ///%%%%//�//////G///%//�%///%%/////%/////////////%/////O/////O�/%/%///O///%%/��//%//%///////%//////G/�/%//%%%%%� �/'„',:';;'::: am an employer providing workers' compensation for my employees working on this job. comnnnv name• C ; I wC)0J )L J O L.1C-E ZS ... ....... ..:.. .:::.....:..: . . city d 9-6 3 phone /- insurance Co. Yet° JU�l 7 le CO . pniicv# Ci 1- o a� • ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the follo«ing workers' compensation polices: company name- x•::•..::.::: .......... addre-tv phone#- :... dtv :.... .:. _ insornnce co. .. . .. . ....:.. policy ,l(///////,/U// /!////!/////////////////.G/////// comnnnv name- address till' phone#i . .: ::::;....;;;:;:;>. ..:::.. :•:.:::• . .....::...:.::.:: • ..••;>;..is insornnce co. go Cvfi Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of erlminal penalties of a nne up to•51.500.00 and/or one vests'imprisonment as well as civil penalties in the form of a STOP♦VORIC ORDER and a tine of 5100.00 a day against me. I understand that a copy of this statement may be forwarded to the Olnce of Investigations of the DIA for coverage vetiIIwtioa I do herehv certify'under the pain:and penalties of perjury that the information provided above is true mud correct Signature Date - Print name Phone otltcial use only do not write in this area to be completed by city or town otndal city or town: permit/Uceme 0 ❑Building Department L]Licensing Board ❑ check if itnatediate response is required ❑Selectmen's Office ❑Health Department contact person: phone ti• ❑Other. ;pro 9,95 PJAJ Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for th-i employees. As quoted from the "law", an employee is defined as every person in the service of another under any cow,=- of hire, express or implied, oral or written. An employer is defined as an individuaL partnership, association, corporation or other legal entity, or any two or more o: the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the recce�•�: trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do e , construction or repair work on such dwelling house or on,the grounds c: building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the'issuance or renewa- of a Icense or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither.the commonwealth nor any-of its political subdivisions shall enter into any contract for the performance of public work tmtil acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. , Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits maybe :.submitted to the Department of industrial Accidents for confirmation of insurance coverage. Also be sure to sign and .•date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is :being requested, not the Department of Industrial Accidents. Should you have any questions regarding the'law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which wrTl be used as a reference number. The affidavits may be returned io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would Ile to thank you in advance for you cooperation and should you have any T=dons- please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Offlce of Imlesduatlons 600 Washington street Boston; Ma. 02111 fax#: (617) 727-7749 phone #: (617) 7274900 ext. 406, 409 or 375 J :. Massa ease '�S te>B,`.ding too e�180CMIt, .pen p�Sectionyj 1� .2:3.1 The Massachusetts State Building Code (780 CAM) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of glass to opaque wall, seeks to utilize a special energy conservation exemption option for "sunroom" additions to an existing house (780 CNK Appendix J, Section J1.1.2.3.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom"of any size,configuration,orientation, form of construction or percent glazing, but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year- . round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of "sunroom" structures to residential buildings may create comfort and energy consumption issues.due.to. uncontrolled soh—gain or E'..^.centra!!ed radia:i6n.. coo-frog o e malu'9 J10U.=,. the selection and construction/installation o ,{s ',included-below is a non-required, open-ended list of product and design considerations that. a homeowner may wish to consider before actually constructing/installing a"sunroom". It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation-Operable windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.1.2.3.1, requires that the actual property owner(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the information in this document concerning sunroom comfort and energy conservation. � G 1 d - Si afore of Actual Buildin Owner Date � g Ly fine- q 5s \44k,*s{ (f_b Dr, Print Name Address of Permitted Pro'ec Owner Address(if different than project location) Owner's telephone number i DEPARTAENT OF PUBLIC SAFETY ' i: . CONSTRU)•i4N SUPERVISOR LICENSE Nuiher =—. Expires: tee_► `! 00 IARt ==NEIIlNGTON yc E 188AB.BE_X^6ATE POB 1021 COTUIT, MA 02635 HOME IMPROVEMENT CONTRACTOR Registration 100135 d Type - INDIVIDUAL Expiration 06/09/00 �. CHARLES.O. WELLINGTON Pox 1021/ 188 ABBEY GATE ADMINISTRATOR �otuit MA 02635 s i LOT4 Vr- h y ✓r /^!G N Pg7it. i 9 55 i -7 { N CI' I / Wlll(T OF Mq\\ -- ,a Ji•.PIif711, n 10d qN U � URN� Scale: /"=y[p' AMERICAN SURVEYING COMPANY s�PN�v `'• Si�G� TR 135 Beaver Street Waltham, MA 02154 (617) 893-6477 A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT THE ABOVE MORTGAGE INSPECTION PLAN WAS PREPARED FOR Mortgage Inspection Plan CENT,3 ::AviN(-, IN CONNECTION WITH A NEW DATE - I RECORDED AT Lvka577961E COUNTY REGISTRY OF DEEDS MORTGAGE AND IS NOT INTENDED CLIENT C/!.S b0f-crl BOOK 45'-f5 PAGE30-.31L L.C. Cert. # OR REPRESENTED TO BE A LAND CLIENT REF. # PLAN REFERENCE: PUF^/ 49'e ?49 R477b OR PROPERTY LINE SURVEY. NO J.O. # 60U46SjiO DRAWN PER TOWN OF ASSESSOR'S CORNERS WERE SET.IT CANNOT BE MAP# PARCEL# DATED USED FOR ESTABLISHING FENCE, THE LOCATION-OF THE ORIGINAL ADDRESS: :f 55 WHL_ T ,BE ) aR/VE HEDGE OR BUILDING. LINES. THE DWELLING SHOWN HEREON EITHER NIR.@57DN / S LAND AS SHOWN HEREON IS BASED WAS-IN COMPLIANCE WITH THE LOCAL BORROWER: SM/ry ON CLIENT FURNISHED INFORMA- APPLICA3LE ZONING BYLAWS IN TION AND MAY BE SUBJECT TO EFFECT WHEN CONSTRUCTED (WITH SUBJECT DWELLING LIES IN FLOOD ZONE FURTHER OUT-SALES, TAKINGS, RESPECT TO HORIZONTAL DIMEN- AS.SHOWN ON NATIONAL FLOOD I SU CE PROGRAM FLOOD EASEMENTS AND'RIGHTS OF WAY. SIONAL REQUIREMENTS ONLY),OR IS INSURANCE RATE MAP DATED 8'( ' NO RESPONSIBILITY IS EXTENDED EXEMPT FROM VIOLATION ENFORCE- COMMUNITY— PANEL # 2•S0001 n n I HEREIN TO THE LAND OWNER OR MENT ACTION UNDER MASS.G.L.TITLE FIELDED DRAFTED CHECK D .............� .�........r...ter....r..+.r. .... n.. n .w• ..r.. ..•u r..n r•Tr.rn � i I � I i 1 y 2 . K 1r,ti•o�/E .Z L X r S i�� Nc� b—O S r- �'��Rf I . Iti1C., � £N� fXrSTr�t� �fOKcNIc-� /i3d`� 1 � i 0 3—(0 . a A Fv�J.� �20�- I r*-9�M k �.-� t • �dZY 4' ZI-OL_ - G1� )v 3 I a� 3 j ( rrt`rq �i2ANjdI" a-f a r2-o �j ! r5w h • ('�j-rvr'r �.��ov�v3d�k�.'QS � /2/ I � P-2o�3 t E i 1 i 1, gg. i�Is�C1ry Vans'; �' VOL 3-e �S's.�'crr Arch lg�_ 1 �. " — -fir'�._.�_�_.._._--------._....._..__-__..__----•--;=, _ _...'-.....�_ XJI j-4 f �s, e 1 c c,c l - '. _ 1YLI , `C dot �t r ii i 1 I%y ('a.') I�c C. c�e c lC •H. cam/ 1 v '^r. I/k G 1�a a ... -� 1 r— i� 0<3 i dcck rs Dx SJ __.-_-..-....._.._....._._............._...- - - ---_..._--- Y 1Q li 3uN0--U-3¢S Mrr.lrnCti (aG( 5e -Ta hoTTryvK 0 3 � � `F s!p i r ram►� Q(3 . O Ply nl Ord K s Assessor's office(1st Floor): Assessor's map and lot number _SEP71C SYSTEM MUST BE Board of Health(3rd floor): ` , . INSTAL F'LIANCE Sewage Permit number. (� . _ g t Beaasrsnt t S Engineering Department(3rd floor): f/ I TARONMENTAL CODE AND �a raea House number % J �j `�( � �EG`��'r�®� °,.�16}V6`00� Definitive Plan Approved by Planning Board — 19 gL o ypY APPLICATIOAS,P�OjEaS&D6$:�0-9:30 A.M.and 1:00-2:00 P.M.only 8 stable Conservation C wi J . O F B A R N S T A B L E LDING INSPECTOR Signed Date APPLICATION FOR PERMIT TO W L L TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: /Wit Location G �`T STei Proposed Use c� �ti / 'j�z Zoning District Fire District Name of Owner / `1 ���'T / Nam"//1��� '1/¢NS��Ldru� G Name of Builder Name of Architect /�'� (` %�,llr iP-9 Address Number of Rooms— Foundation Exterior �Pv��2- Roofing Floors Interior Heating Plumbing -� Fireplace LSO -C/!"/s2c'.�+� Approximate Cost Are o Diagram of Lot and Building with Dimensions e IL OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnsta regardi a above con Irn. Name a Construction Supervisor's License c DAVINIS, EDITH & DON SHREEDY i� No 32944 Permit fAr ne Story Single Fam' 9v D _ Lot #49 4 Location • ry Drive r MarstonsgMills Owner Edith c ' n i Don Shreedy Type of Construction Fram a - Plot Lot 71 Permit Granted June 5; 19 89 Date of Inspection 19 r D e 19 ®i F , Co I ; " in. t'- f ' t 1 t. nil r r Ji rge— IT VIEW VIEW rl ILI lil +i II w x�.�rn ci 6•wK _ I 12!EA9 VIEW I Oil a IG,i LE�`f fjll�� VI E\,V APPROVFV TOWN OF BAKE Bufldnli lospectioo Oepathua� oesjca owraw•ucs wrsaao+,• 3oZ9 wawz•ST••6cNAsaROAD y SAST SANOW"YA 91SSI • aG.u[: /�{I YMOKOa�: awewni cr • o.ra i atvuan YJp}45 IG�DAVINIS t.,r 'Jf. wr11�f1 EP.�ire( HA.1,014 MIMIC' wj~ Gq x SU wuJu1 rzw tit Ir, c",-wL.cu tJ'.ucBC �'tiur,Gr� I e N76, 4e 1'aMILY I?.Frl QM (carNEGI� u.1 � •I I. 11rr 4.� L s+ ea •• >' - M E3E17GM. .. - T n n - --. (!A'fl,lEl.r?hL sL) •� 11 � • I ' • ' • �iD,�`• 't a Z[r'.. f.O � "/'y' h G W I r `1 T� c w26A A My 41 WALX 11-1 V.osf v o� •� � s' ri G14 n CvE krru-1�I••I IJII-lll�I(A RM. .� i•,.. •i. �Ii aL•�. I wcy. 7 E)' Ls•M-v: I �=-`'-� Q 'J_ '.: _ _ 11=3„KID:-v' I N p'•tJ'xl�,_c,•, I ��i', I O I I I 0,2 I�; Id•O_�• ,1 I�•.s ••�}' �I U•O' �1 •�— IA'•P' I _L••p' — "r� 1 ' '.pa e T I� p+♦ 8 .�i . � r NERST 000E R[QYIREMLNT6-0 VALUES QOM►OMEMT VALUE ARu I ' '-E--- wu1e ,rp, 1 \�I4X1.v.Hp, vlrDWS .-Io 21 9.9. EFT • 0DA I '1 • r. r Doom 14 hp.2FLOM g . �. O ROOF .3 i 'DI �i. r 1�BOX 4 .16 CHASE ROAD �a �� , .I t r.• • 6K MPcrG ow•xre�::r Iva t EAST uSAnYwDv Rur, M 41677 TOTALS p yGRAI.U VN. WEHIATo1L I . ouivawsmw�r:y.WA A LYLb CiAM G.LI 0 r3AVI W lei II 000E REQUIREMENT ,104' Ler 4-1, WNI7(L6F3EKe MA 1fd•ky M ILAL�i '� Lwt'b 1 cwlG. VCMI L•GI.Ath 6.4U1 pywuto•wuwa j - � ,+ -- !/4�X�/L' 1�.1.1(�1•,1 Oz.Lo"b1 ' k I 1+�10 1°IvG 'v&nY(E}•I,JJv(e�!AR • ' s o `V• InU Gcf.. O. ` Pr�PHo.L'(51.1Wlq.FI� {t� e.1 G 'rFh Y.!!GL. Ili'•G,L VLN'f�17 D?IV 6tT.E � ... . irl r•'I'•L" It."aC.. - ,. �45"LKUL. G.D,t^ � f �4'.MOF "4UPi FLa. (/ li•{<.0 L. (e)P�10 IJ.M IN n V-.tM1•'I _ AIJWaL'.♦'J�� - IId p'18� BO lli"nnr eeve neibleleto check ell spec ification... eonLL o! .his nprior to actual construction. A4 en0;dime , t000mply with:ell local and state building code'repuirements. Yr(QO INhUt.• LPLLr OoL.'rYP. t vB'fMt, "-4 6ilL'.PL"4. G`W-0Gt[q it-1b 04:. D6610N 06%APN109 606�6ii4Y1• . P.O.BOX 637.66 CHASB ROAD VSLot.IL.GLR. BAST&"OwICA%YAO260T � �.. S'Klln'fti1=MEp GaJG tYG. mac- •-N. �tdveo sr. on.ww aril N�•bE w/Koyvi�.Y 1Y wn. eflYISEe . • Z':KZ'�I'101y'P f/,^MELIo//cwvlNl�s L.Of 4'I WH�I'L6 �¢�' MAi'�foils MIUfs �. G/✓'_wI ti4 l.1= i ��EGTi o1 /9''I D "o"c' ,t j ' r - NOT9s BOILDffi18 ere responslble to aMek e11 Lenturu, ■peeltieetions„ j end dlmonsiona of this plan, prior to actual oonstructlon, And f . to comply With Ill loml en4 •tope building code regylrements. ' m ae FOUR FEET DOWN • INTERIOR INSULATION I ®R ; �>�(�`F`1"�K''. IL"O•L.. r '�r00ao�n1Dc�o FOUR FEET IN f �F. �ouutaeTlotil INS uU�fic?I! bErNL�. 2xL 4.�yf It,• -IC -ti40 744,Le - 1 1-0 Cft.e. wr1(r"C•G• h�Llp PiKll."C.A r.1(+ I' _ _ ' u b/11KIa WA.ff Ati1 O.L. /tli 'ALi— , __�I(3''O• NrwEL Lf.1.1.Y fi�L� o, !u lL- =-117' I IEMIR . . �Olsslow CURAP1./1c6 aw-aaa�>i>f• RU PAL Box 4as.4e cwAce ROAD , 1 y'tiV'Fci:l•iE1�Gam. Ff(a > �, YiTSAMOW96.4YA9"Sy . 1✓/ICE`M1rYn'( 2u2 x.1 LN.LY P/.�iE seALs: . I I wsoveo sr os.we n: q r 1 I oA*c F .1 . • I i pKEE2E w.ai,i, f/ANI o 1lLVIl - A-1 WHltirLAP--6eeY'MA00�oroN 'H144, 01"Ww1 NYWOI ' 'Ga'xbG' C'ANG►'I � OZZO-b� . I FUL4.. we U. N F�+�E wa u NofFi FCo� wow Tv J4., 1 I N I .yBi�j .� G?` I I 1• I b^��:U"� cvNri wn.Uh.• t711 G•I'H — � ����GGI.IL. fiLDB' � / '� WAwe V104A, I I +y{� --u 1 r-�-'1 - T. Y r-7 r I- r-I- J L of i • i r —_ J — - ------ � '� , I � I I �i u I! I •I I nGov GoC V7:T I g"xdS"GoNL•WN.�i a-IFYG�. ij .. - - bpoN 6vR IV+'I o,N D i I ` •0 w• r • II �. t! Gnwmub loowo m. B➢BCIYICATIGne, a- NALLBr L 7'6• Concrete I . II ,• e, B.'e 1C• Continuous,.lormed Concrete w/Keyway. . - Gatage Wallet, 6B• a B• Nln. ?• below Grade on ltq. Bcsoesway walla 4B• a B• Nin. 17• below.Grpde on ltq. ISUSIGtV pgpp.11G8 ' pOY•Oi7•YYt1 GIRTS. Laminated 6 e LO )!r or B.Y.I.• I 11 LALLY BABE91 Iormed, 7' : 7' a 1' Concrete bases p.O.BOX4iT•�OCNAGHROAO W.LY.COLO6 l 1/74 8tee1 Lally Cois,.. ry HAST SAMDWICN"YA 036iT �• - I II - Basement Nlndowsl AnAsnon 2B17 or like: xxe. a owl snaovso sr: oa.wa s•r Basement Blsb� 7!. ♦/- Conerete , wra aswuo 1 II Breesewsy Blsbr �• ♦/- Conorste ..Oars • Blabs. �• ♦ Concuu - ' �7g1,iE410�Cp,VI1Jlh q /- r sr Than Chlmm• 'Bas• e l' deep Id. 'IFL131ac• Basel Min. 6. L+rq + - T p IZ formed-Conn goes,• 4..,. paswsa wur•sa 'MGssi^•Builder/COntreotoi. will confira ail spec••`end tutors■ �,X9;1&1 �/A NL"• I of CAle plsn� and will oo-ordinate•requlraments h tha F+^ 1 '�i•-U° �, ..` .14o4l.buildinq fnepeotos. a• tp cod• rpulr•anto;;;. • __ �y7M.. 'ti.r'� T. ��l� •�:tW`4.5 ��4✓r � �.Y.i6I�- �y+iFhi�.r+��I?'Y � �L.1/vv r �f1Fv� ~a.(�.-4• 7 4�' d d " ������,� .A'.T J'. Assessor's office(1st Floor): /y, Assessor's map and lot number o F TM E T ` o 0 Board of Health(3rd floor): • �, >> "� d�Q�w� `yam Sewage Permit number • Z Bifla97'sBLL i Engineering-Department(3rd floor): rasa House number ��°�iO}9' Definitive Plan Approved by Planning Board — 19 gl_ i o YAY d APPLICATIONS PROCESSED 8:30-9:30 A.M.•and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR ���c G APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION /V.,U L L /L 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location G ( / Proposed Use Zoning District 2E� Fire District Name of Owner i Name of Builder Address Name of Architect :)?57/��,ij lr i� Address � /r"�iy 61e. i Number of Rooms SO Foundation r Exterior ��� Roofing ����� Floors Interior Heatin //�C f.1/ / Lly! i PlumbingTHs 9 Fireplace �i%l0 ^ �1(lwPiA c- Approximate Cost Od ��D�o-UU Area Diagram of Lot and Building with Dimensions Fee ti OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstabl regardi g the above constyuc'l n. Name Construction Supervisor's License // �7� DAVINIS, EDITH & DON SHREEDY A=062-024 .. <_ No 3 2 9 4 4 Permit For One Story Single Family Dwelling Location° Lot #49 , 455 Whistleberry Dr. Marstons Mills Owner Edith Davinis & Don Shreedy Type of Construction Frame Plot Lot Permit Granted June „5; 1 g 89 Date of Inspection 19 Date Completed 19 a a- �Pa 1�11f4ll — y=.--Xrn.-�:�;-r.7 _, .,w�u�►,>�..«ate,^.r!",_'_.'"::-=cn:�ti�'�ir.;:�t�"+�.�`:1`'F�^�.Tr �fi';T+!"*ykll±'ty1^+^N'�r^v ""•�- '--.'#r*.rwa.� ,� TOWN OF BARNSTABLE°ATM Permit No. . 32944........ BUILDING DEPARTMENT Fl/ EMTOWN OFFICE BUILDINGCash X�l' t61o. ` 1 U " "�6 WY HYANNIS,MASS.02601 Bond .....X.l 7 CERTIFICATE OF USE AND OCCUPANCY Issued to Edith Davinis & Don Shreedy Address Lot #49, 455 Whistleberry Drive Marstons Mills, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY-THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. December 2.. 19 89 1. .. •.... ............ ....... Building Inspector BUILDING PER.1IT NO. l 7 DATE ASSESSORS PARCEL NO. CONTINUATION OF ROAD BOND The undersigned owner/contractor hereby agree to maintain their road bond in force until the following work items are completed to the satisfaction of the Engineering Section of the Department of Public works: loan and seed shoulders as soon as weather permits: other (explain) LOCATIO.Y: 11-2 gS--"r.D (G.viNE. /CON RACTOR) (print name ) E ;G' _..I.�G ACTHORIZ ATION ,1 At y yyr��'AS"LABI,E;l �iSS`iAL"HIPSETTS ,I �: DATE.' '+'Ttiri 5 TaI' , F?.. `PERMIT NO.NY 32944: Aooaess' Marstons=:M'ills. 104742.0: -/ L i INO 1 (STREET) ; (CONTP S Lf CENSE) t ^ sew�ui3`r 'Dwelling fr.,l;► STORY NUMBER OF'•• ) t..r tf Siri 7Q___Fam'i''I<r T5t�P1q �.rti iT.(f�"Of,1MVROVEMENT)._ ::•}-:..;NO. '•:!:+`..:. " t� WELLING UNITS t. -YPROPQSEU, E) v +.. ,t. t>;1N1� 4�S' Whi ��-1P1+orY 1�rivP Marc gip., M� � ZONING '}: 4 (NO f DISTRICT *, - . r AND e '. .. Y'' "ICROES STREET) (CROSS..STREET) -; 12:1t Y 4t �l y LOT BLOCK ,'S I E7777 j r �15 ��11��71NG�1S+T��E FT. WIDE BY FT. LONG'BY�__ - y L 3. �dtt?rat F.T. IN HEIGHT AND SHALL'CONFORM.IN CONSTRUCTI BYO HYPE 'USE GROUP T ph BASEMEN W ALLS'`OR FOUNDgT 10N 6w1 (TYPE) .. oll' Bond; �kEiF ORLa { 5 .:•._ 'M 4 ^ ) 2100 3. • i'ft• ESTIMATE $� lOO OOO ' OO .'PERMITq� �,,,1]G •5 �lW�i ��)1 .1GUEIC/40UARE fEET1 'f' - FEE i $ 105 00 y� r"' "; E dith . Dav .Dvn. Shree E+ �tx1 ���IgdOW M7L .BUILDING DEPT.' Iti ;I. ''1.,G CLr ..�: , ` f r •i 'aiy!}.ti;d•?i'°>�e! a>•��y�(�i)Ctr+t '>:': j`y •�s�'t: '•��%°:w�: t � 'in,.p ..U. '1ti;' ..�+ ! .F.d.:l, r4•a'1l•Ii•:1� ••rt i ry" iY i'- ry ;f�': '•1`��� C•..::�: r s 4. +t. i-e':;:.r.,•::�c:.-'� 'is%'' -tt �e.d :...{�, , !< . '.+:1�.�:. , L .J'r�tl:'�'d ••?',ti7`rXl.yitYjir >w,-r:, J`{j ...tS:.,5tr4: , i, I ti>id+A�..$V+� �'),���r� +kOF.ANX lPPLICABLE SUBDIVISION RESTRICTIONS. t ;MINIMUM;-OPF^''THREE CALL INSP,ECTION9-REQUIREtiFOR APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE .+;.,,-.ALL' CO TION WORKS CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICALPERMITS ARE REQUIRED FOR ii FOUNOAZIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL+I PLUMBING -NS}ALLATIONS.t' 2 aPRtOR.T0 COVERING STRUCTURAL QUIRED+SUCH BUILDING SHALL`NOT BE OCCUPIED UNTIL : 4 ` MEMBERSIREADY.TO LATH). l;t,t S FINAL INSPECT)ON BEFORE FINAL INSPECTION HAS BEEN MADE. t !OCCUPANCY POST .THIS CARD' SO IT IS VISIBLE FROM STREET BUILDING i INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS IL AL. Sol Ll 'HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT c3`/S-.C,T. la WA(oCA /2/2 ej 7 z _ '.OTHER' J Z r BOARD OF HEALTH -,WORK SHALL NOT PROCEED UNTIL THEINSPEC. PERMIT WILL BECOME.NULL AND-VOID IF CONSTRUCTION r' };TOR HAS-APPROVED THEVARIODUS'STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS'OF DATE THE INSPECTIONS INDICATEQ°ON THIS CARD CAN ARRANGED FOR .CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. 81(:.TELEPHONE OR WRITI NOTIFICATION. e ti O O Q(L0�h0 44 410 T 49 ss cc ; Q ►, S. F. �ti Q c r ? �`• v h i 257.B9 N 97'09'!B'W PLOT PLAN OF LAND °TO THE BEST OF MY KNOWLEDGE. THE FOUNDA TION L OCA TED IN SHOWN ON THIS PLAN IS AS I T ACTUALLY EXISTS ' p jj �; BA PN5 TA BL E — MA 55. ON THE GROUND. "SH DAVID ' °� PREPARED FOR DATE. MAY 25, 1989 Z CHARLES +; S28 IC I �� THOMA 5 DA MEL IO R.L•.S_ ��} C DATE:MAY 25. l989 SCALE. 1"=50 FT. rSTER ` •' FLOOD ZONE C (NON—HAZARD) ��?kat LAcro S` CAPE 6 ISLANDS SURVEYING-' D-30 FALMOUTH — MASS. , ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. _ CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES _ . CPV5 ut THREE LINE DIAGRAM Cut THREE Attached #16 1. ALL WORK TO BE DONE TO THE 8TH EDITION GEN 8572 X GEN 11 8 2 OF THE MA STATE BUILDING CODE. ELEC2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER "am OWNER: DESCRIPTION: DESIGN: JB-0261839 00 SMITH, SCOTT A SMITH RESIDENCE % �;SolarCit . NVI . CONTAINED SHALL NOT BE USED FOR THE Da0 Lin `��! � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 455 WHISTLEBERRY DR 8.84 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MooulEs MARSTNS ML MA 02648 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE 34 TRINA SOLAR TSM-260PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN # SHEET: REV: DATE Mmibaough,MA 01752 PAGE NAPE 7: (650)638-1028 F. (650)638-1029 PERMISSI aF sotARaTY INc. SOLAREDGE SE7600A—US002SNR2 5087713130 COVER SHEET PV 1 9/11/2015 (66B)-SOL—CITY(765-2489) ,,ww.solaraRy.com OF Digitally signed by Marcus Hann Date:2015.09.1118:08:31 -04'00' MAR011S PITCH: 30 ARRAY PITCH:30 H'ANN iD MP3 AZIMUTH: 177 ARRAY AZIMUTH: 177 Km 29919 MATERIAL: Comp Shingle STORY: i Story �O �F1$T1bg�� _ PITCH: 30 ARRAY PITCH:30 MP4 AZIMUTH:267 ARRAY AZIMUTH:267 C MATERIAL: Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP5 AZIMUTH: 177 ARRAY AZIMUTH: 177 MATERIAL: Comp Shingle STORY: 1 Story STAMPED-&'SIGNED FOR STRUCTURAL ONLY � o LEGEND Vf ) I- o (E) DRIVEWAY '„ Q (E) UTILITY METER & WARNING LABEL LL ln� INVERTER W/ INTEGRATED DC DISCO p ,n & WARNING*LABELS © DC DISCONNECT & WARNING LABELS © AC DISCONNECT & WARNING LABELS BQ DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR ——— CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED MP3=� �^ L_�J � i , � � s MP5 , I D SITE PLAN N Scale: 1/8" = 1' µr E C O © Inv E o i' 8' 16' s J B-0261839 00 '° °'" DESORPTION: DE�GR CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER Doo Lin +.,,So�arCity. CONTAINED SHALL NOT BE USED FOR THE SMITH, SCOTT A SMITH RESIDENCE BENEFIT OF ANYONE EXCEPT SOLMC11Y INC., MOUNTING SYSTEM: .,p o NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 455 WHISTLEBERRY DR 8.84 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MARSTNS ML MA 02648 ORGANIZATION. EXCEPT IN CONNECTION WITH MODULES 1 24 St.Martin Drive,Building 2.Unit 11 THE SALE AND USE OF•THE RESPECTIVE (34) TRINA SOLAR # TSM-26OPDO5.18 PACE NAME: SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTEIL T.- (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC 0 AREDGE # SE76OOA—USOO2SNR2 5087713130 SITE PLAN PV 2 9/11-/2015 (BBB)-SOL-CITY(765-2489) wm.sdarcitycom y ;uri of c G _ S 1 S 1 fqo.25919 isT SS/QF�"L : !�C 0 12'-9" STAMPED & SIGNED FOR (E) LBW (E) LBW FOR SIDE VIEW O F MP3 NTS STRUCTURAL ONLY D SIDE VIEW OF MP4 NTS C MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED „ „ PORTRAIT 48" 191. LANDSCAPE 6411 1911 STAGGERED RAFTER 2x8 @ 16 OCROOF AZI 267 PITCH 30 STORIES: 1 PORTRAIT 48 19 �� ARRAY AZI 267 PITCH 30 ROOF AZI 177 PITCH 30 C.I. 2x6 @24"OC CompShingle RAFTER 2x8 @ 16" OC ARRAY AZI 177 PITCH 30 STORIES: 1 Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C " ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) S(E) LBW EALING WASHER. STEESIDE VIEW OF MP5 NTS WITHL LAG SEALINGOLT WASHER LOWEST MODULE SUBSEQUENT MODULES a(6) NSTALL LEVELING FOOT WITH BOLT & WASHERS. E (2-1/2" EMBED, MIN) MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (E) RAFTER STANDOFF LANDSCAPE 64" 2411 STAGGERED S 1 PORTRAIT 4811 19" RAFTER 2x8 @ 16" OC ROOF AZI 177 PITCH 30 STORIES: 1 ARRAY AZI 177 PITCH 30 C.I. 2x6 @16" OC Comp Shingle - CONFIDENTIAL— THE INFORMATION HEREIN [(:3:4) : Jg-0261839 00 �"'SE O"NER: DESMPTI� DESIGN: \\, CONTAINED MALL NOT BE USED FOR THE SMITH, SCOTT A SMITH RESIDENCE Dao Lin �'.,;So�arCity BENEFIT OF ANYONE EXCEPT SOLARgTY INC., YSTEIt �nd NOR SHALL IT BE DISCLOSED IN WHOLE OR INMount Type C 455 WHISTLEBERRY DR 8.84 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, ID(CEPT IN CONNECTION NTH MARSTNS ML, MA 02648 24 St. Martin Drlw.Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE RINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: (650)638-1028 F. (650)638-1029 PERMISSIQN of SOLARCITY 1Nc. EDGE SE7600A-US002SNR2 5087713130 STRUCTURAL VIEWS PV 3 s/11/2015 (888)-SOL-alY(765-2489) w".solarcNywn ` UPLIFT CALCULATIONS ; SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. a PRE i J B-0261839 00 " °W"� °ESMP>,D °� CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: DQO Lin ��?{ CONTAINED SHALL NOT BE USED FOR THE SMITH, SCOTT A SMITH RESIDENCE ,,,SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNT0IG SYSTEM: �'Il NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 455 WHISTLEBERRY DR 8.84 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MoouLEs MARSTNS ML, MA 02648 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (34) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEET- REV. DATE- Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN MVEIm- T.- (650)638-1028 F: (850)638-1029 PERMISSION OF SOLARCITY INC ISOLAREDGE # SE7600A—US002SNR2 5087713130 UPLIFT CALCULATIONS - PV 4 9/1'1/2015 1 (BBB)—SOL—CITY(765-2489) "w.edaraitYaom s I , GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) GROUND Panel Number:G4040MB1200 Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE ## SE760OA—US002SNR —04)TRINA SOLAR A TSM-260PDO5.18 ---TEN #168572 ROD AND ONE (N) GROUND ROD AT Meter Number:1635717 Inverter; 7600W, 240V, 97.53a w�Unifed Disco and ZB, RGM, AFCI PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR PANEL WITH IRREVERSIBLE CRIMP Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 1 20OA/2P Disconnect 3 SOLAREDGE A• DMG MP3MP4 1x18SE7600A—US002SNR2 D , (E) LOADS L1 — __________—_-------- ——————————— E � ———— L2 DC. N DC- 1 B I ---- GND --- -- E� 2 40A/2P ------- —EGG DCa # '3) ------------------------------ GEC MP4 MP5: 1x16 --—————————— G ——————————— GND --- ----- ------tJII N I (1)Conduit Kit; 3/4'EMT I _J c EG_GGEC_ Li L'i I I I I I ' _ GECT—y TO 120/240V SINGLE PHASE UTILITY SERVICE i 1 I I I I • I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP I (1)SIEMENS III PV BACKFEED BREAKER A (1)CUTLER—HAMMER III PO P V 04)SOLAREDGEoo-2NA4AZS Breaker, 4OA/2P, 2 Spaces Disconnect; 60A, 24OVac, Non—Fusible, NEMA 3R AC PooLA5 2Crtimizer, 300W, H4, DC to DC, ZEP DC —(I)Ground Ground Rod; 5/8' x 8',Copper —0)CUTLER—HAMMER Y DG100N8 Ground/Neutral Kit; 60-100A. General Duty(DG) nd (1)AWG/6, Solid Bare Copper —(1)Ground Rod; 5/8' x 8'. Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 3 1 AWG III, THWN_2 Black 2 AWG 110, PV Wire, 60OV, Black Voc 500 VDC Isc =15 ADC (1)AWG y8, THWN-2, Red O (1)AWG g6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.2 ADC i L LL(1)AWG 010, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC • . . . .IL... .0 Conduit Kit;.3/4',EMT .• •-(1)AWG 88,.THWN-2,•Green . . EGC/GEC.—(1)Conduit,Kit 3/4'•EMT. . , , • , . . , , (2�AWG 06, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC O (1)AWG y6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC 1)Conduit Kit;.3/4' ETk1T. . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL— THE INFORMATION HEREIN N NUMBER: J B-0261839 00 PREMISE D" ' DESCRIPTION: DESIGN: T-9& CONTAINED SHALL NOT BE USED FOR THE SMITH,. SCOTT A SMITH RESIDENCE Dao LinSo�arCity.BENEFIT OF ANYONE EXCEPT SOIARCITY INC., MOUNTING SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 455 WHISTLEBERRY DR 8.84 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTSMooulES MARSTNS ML MA 02648ORGANIZATION, EXCEPT IN CONNECTION WITH , . Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (34) TRINA SOLAR # TSM-260PDO5.18 PACE NAME SHEET: rev: DATE: Marlborough' MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A—US002SNR2 5087713130 THREE LINE DIAGRAM PV 5 9/11/2015 1 (888)—SOL—CITY(765-2489) ww,,sdarcitycom Label Location: Label Location: Label Location: VUARIVING:PHOTOVOLTAIC POWER SOURCE WARNING '• ' WARNING ' Per Code:� ELECTRIC SHOCK Code: Code: NEC 690.31.G.3 HAZ,4RD NEC � ELECTRIC SHOCK HAZARD NEC �1 DO NOT TOUCH TERMINALS e ` THE DC CONDUCTORS OF THIS Label • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTENi ARETO BE USED WHEN INVERTERIS PHOTOVOLTAIC DC LOADN TH O'PEN POSNTIONIZED NiHY BEOENDERGIZED DISCONNECTPer Code: ' UNGROUNDED NEC .•e Label Location: Label Location: PHOTOVOLTAIC POINT OF '• INTERCONNECTION ••_ h�AXIMUAI POWER v 1NARNING: ELECTRIC SHOCK POINT CURRENT(Imp)_ Per Code: HAZARD. DO NOT TOUCH NEC ''1 690.54 MAXINIUNI POWER-_� NEC 690.53 BOTH THE LINE AND LOAD SIDE h�AXIN1Uh4 SYSTEhA �� N1AY BE ENERGIZED IN THE OPEN Label Location: Per VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT 4 DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND N1,41N BREAKER. PV POWER SOURCE NIAXINIUNI AC a OPERATING CURRENT NiAXIhAUNI AC OPERATING VOLTAGE V WARNING ..- NEC ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel L• - • CONDUCTORS NIAY BE CAUTION UNGROUNDED AND ENERGIZED DUAL POVVER SOUP.CEPer Code: SECOND SOURCE IS NEC 690.64.13.4 PHOTOVOLTAIC SYSTENI Label • • Per Code: Label WARNING Location: ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERh41NALSNEC '•e CAUTION ' ' TERMINALS ON BOTH LINE ANDPer Code: NEC LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM • e IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT 1NHEN SOLAR tv10DULES ARE EXPOSED TO SUNLIGHT Label • • Per WARNING Code: INVERTER OUTPUT Label • • CONNECTIONNEC 690.64.13.7 PHOTOVOLTAIC AC DO NOT RELOCATEDisconnect AC DISCONNECTPer Code: THISODEVCERRENTConduit NEC 69e :. (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit LabelIntegrated Nlaxln-�uN1 Ac a '•I) (LC): Load Center OPEPATING CURRENTPer Code: AC NEC 690.54 Point of • • OPERATING VOLTAGE V I San Mateo,CA 94402 • r • �, r EY .•- ' 0 • • ►� • • I • r S @ • r 1 tSolarCity I Z pSolar Next-Level PV Mounting Technology + t " SolarCity I ZepSolar Next-Level PV Mounting Technology I ' Components _ Zep System Components for composition shingle roofs `�. -P-roof ORR U crmm0 Zep Zntertmit (MY"k 0w 4 �nNinB rom '- . Zep compare*,PV aodak —� Rod An..rrm,t - Arrar - °��, Description ~ v PV mounting solution for composition shingle roofs O °coMpPUb Works with all Zep Compatible Modules • Auto bonding UL-listed hardware creates structual and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using LISTED modules from any manufacturer certified as"Type 1"or"Type 2" Comp Mount Interlock Leveling Foot Part No.850-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty Is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for _ each product.The end-user documentation shipped with Zap Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 solar=* a solar=eeSolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P31SO P400 Module Add-On For North America (formodules) (forodues PV (formodules) modulesl. modules) modules) P300 / P350 / P400 • !R ednput DC Powers'...................................... ...:............3U0........................350....................... �.......... ....!"....,... . Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc ............................................... ............. .................................. ............. .. MPPT OPera4ng Range.............................................. .......... 8..60.....................B:.SQ......... .... Vdc..... .... . Maxlmum Short Orcun Current(Isd................................ ................ 10. .................................. Adc ... Maximum DC Input Current Adc .` .Maximum Efficiency... .......%.. ................................................................................ - - -.. _ • Wei hted Effiaency............................................................. 98 8 % Overvoltage Category fi - OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) :."?�,. Maxlmum Ou[pu[Current 35 Adc Maximum Output Voltage 60 Vdc - .OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) i Safety Output Voltage per Power Optimizer 1 Vdc . ., ; ISTANDARD COMPLIANCE . 2,.,JT ts�1•�r EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 s`r ! SafeN .............................................................. ..................IEC62109:1.(class llsafery).UL1741................. ........... ROHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed SYstem Voltage........................ .............................1000...................................... ...Vdc.....Dimensions�WxLx HI....................................................................141x212x40.5/5.55x8.34x1.59 mm/in... Weight(including cables) 950/ ................................... .gr./.Ib ' ,� Input Connector MCO/Amphenol/Tyco Output Wire Type/ConneRor.................................. ......................Double Insulated Amphenol - OutputWueLength..........................................................0;95/3.0........I.......................32/39 m/ft.... ... .............................. ....... Operating Temperature Range.....................................................................40•+85/-00-+185 .. ... ........................................... ........ .Protection Ratin�........................................................................................IP6S/,NEMA4 . ....................................... ............. Relative Humidity 0-100 % .............................................................................................................................................................. �u xnee srcoo.nmm.�aue.Maaweawm.sxw�aK�.a.ro.<a. ' I PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE 11NVERTER SINGLE PHASE 208v 480V • PV pourer optimization at the module-level Minlmum String Length(Power Optimizers) 8 10 18 ............................... Up to 25%more energy , Maxlmum Strang length(Power Optimizers) 25 25 50 ............................................................................................................ .... ........................................... Maximum Power per String 5250 ODD 12750 W — Superior efficiency(99.5%) ............................................................................................................................................................................. — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations Yes — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us THE Vinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA 0 STC unit:mm Peak Power Watts-Pss..x wp) 245 T 250 255 260 • 941 ' Power Output Tolerance-PM,sx(%) 0-+3 THE TrinamountMaximum Power Voltage-Vw(V) 8.20 ( 8.27 8.37 I 8.50 Nxalan C ' . 30.6 Maximum Power Current-lury(A) 8.20 8.27 8.37 8.50 tL_P_E -• Open Circuit Voltage-Vac IV) 37.8 38.0 ( 38.1 38.2 0 nxasc 'Short Circuit Current-I.(A) 8.75 8.79 8.88 9.00 MODULE Module Efficiency qm(%) 15.0 15.3 1 i 15.9 STC:Irradiance 1000 W/m'.Cell Temperature 25'C.Air Mass AM1.5 according to EN 60904-34-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. _ o .'a o ELECTRICAL DATA®NOCT 60 CELL " j i Maximum Power-P-wp) 182 186 190 ; 193 i Maximum Power Voltage-Vru(V) 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE Maximum Power Current-l-(A) 1 6.59 6.65 6.74 " 6.84 Open Circuit voltage(V)-vac(V) 35.1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 1( NOCT:Irradiance a1800 w/m'.Ambient Temperature 20°C•Wind Speed I m/s. 245-26OW I PD05.18 BTz leg 1 Back View I POWER OUTPUT RANGE I MECHANICAL DATA Solar cells Multicrystalline 156 x 156 mm I6 inches) Fast and simple to install through drop in mounting solution cell orientation 60 cells I6 x 10) j + Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05•1.57 inches) 1 •11{ Weight 21.3 kg(47.0 IDS) MAXIMUM EFFICIENCY Glass i 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A Backsheet White t j Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with Trinamount Groove ( IP 65 or IP 67 rated r 1 I I-V CURVES OF PV MODULE(245W) J-Box , !1 O~ ■ 3� \��� Cables 'Photovoltaic Technology cable 4.0 mm'(0.006 inches'), to.00 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9m OQMW Fire Rating Type 2 Highly reliable due to stringent quality control <-6.m �W/600w/m • Over 30 in-house tests(UV,TC,HE and many more) ;5P As a leading global manufacturer ��,r>�J • In-house testing goes well beyond certification requirements. U 4P 4-11, TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic 3.m 2 40-+85°C 0oW/m' Nominal Operating Cell Operational Temperature products,we believe close I- Temperature(NOCT) 440C(±2°c) cooperation with our partners 1°° Maximum System 1000V DC(IEC) am Temperature Coefficient of Pros -0.41%/'C I Voltage 1000V DC(UL) is critical To success. With local D.m tam 20.m 30.m 40.- presence around the globe,Trina is Vottoge(v) Temperature Coefficient of Voc ,-0.32%/•C Max Series Fuse Rating 15A able To provide exceptional service - Temperature Coefficient of Isc 0.05%/•c To each customer in each market / Certified to withstand challenging environmental and supplement our innovative, conditions reliable products with the backing \ • 2400 Pa wind load WARRANTY of Trina as a strong,bankable • 5400 Pa snow load partner. We are committed 10 year Product Workmanship Warranty to building strategic,mutually beneficial collaboration with 25 year Linear Power warranty installers,developers,distributors (Please refer to product warranty for details) a1 and other partners as the backbone of our shared success in CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION a 10 Year Product Warranty•25 Year Linear Power Warranty `,�" a spas Modules per box:26 pieces ?' Trina Solar Limited ��� ® � 1 Modules per 40'container:728 pieces ' F www.trinasolar.com m100% �, - - - a Addlryanaf ELL EEE o t'CIUe/ram TfIO corrunwr 0 90% S0101 t linear N,arran,. . CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT, pplkp4t0-7z 02014 Trino Solar Limited.All rights reserved.Specifications included In this datasheet are subject to Tr,nasolar 080% THnasolar change without notice.Smart Energy Together Smart Energy Together Years 5 10 IS 20 25 Mgpt• ■Trina standard 13 Industrystandard - THE T&amount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA®STC unit:mm Peak Power wafts-Pwu,(wp) 250 i 255 260 , 265 • - 941 Power Output Tolerance-PMnx(%) t 0-+3 THE Tr na m o u n t 30.8 Maximum Power Voltage -1 (V) I 8.27 I 8.37 8.50 8.61 -KK„pr o � [Maximum Power Current-Ivrr(A) 8.27 8.37 8.50 8.61 Il x^^�'r'^*r Open Circuit voltage-Voc(V) I 38.0 f 38.1 i 38.2 I 38.3 wsruiox:xrnr a Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 MODULE Module Efficiency qm(%) .Air 15. t 15.9 16.2 111 STC:Irradiance 1000 W/m',Cell Temperature 25°C Air Mass AM1.5 according ding to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. o e to 0 ~ ELECTRICAL DATA @ NOCT •Maximum Power-P-(Wp) 186 j 190 1 193 I 197 60 CELL ELL Maximum Power Voltage-Ve (V) 28.0 28.1 28.3 28.4 v Maximum Power Current-l-(A) I 6.65 I 6.74 1. 6.84 f 6.93 MULTICRYSTALLINE MODULE '�•'�° �°�W r A A i Open Circuit Voltage(V)-Voc(V) 35.2. 35.3 35.4 35.5 PDO5.18 jWITH TRINAMOUNT FRAME short circuit Current(A)-Izc(A) 7.10 { 7.17 ( 7.27 7.35 NOCT:Irradiance at 800 w/m',Ambient Temperature 20°C.Wind Speed 1 m/s. 8,2 TBD 250-265W y Back view MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) Cell orientation 60 cells(6 x 10) Fast and simple to install through drop in mounting solution Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 6•/�L�o I Weight 19.6 kg(43.1216s) Glass f 3.2 mm(0.13 inches).High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY A-A lBacksheet White ® Frame Black Anodized Aluminium Alloy Good aesthetics for residential applications �,-8ax IF 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), 1200 mm(47.2 inches) 0 ti+3°�0 - I-V CURVES OF PV MODULE(260W) `Connector H4 Amphenol POSITIVE POWER TOLERANCE ,om - 9.m somw xa Fire Type TUL 1703 Type 2 for Solar City Highly reliable due to stringent quality control 4.W • Over 30 in-house tests(UV,TIC,HF,and many more) 7.W As a leading global manufacturer �'*_�J • In-house testing goes well beyond certification requirements 3 &W x� TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic PID resistant 3 4.00 Nominal Operating Cell Operational Temperature -40-+85°C products,we believe close w Temperature(NOCT) 44°C(±2°C) Maximum system IOooV DC cooperation with our partners a0D is Critical to success. With local zoo Temperature Coefficient of Pwsx -O.a196/°C , l Voltage 1000V DC(UL) (UL) prbsence around the globe,Trina is ' 00 Temperature Coefficient of Voc -0.Mlf-C Max Series Fuse Rating 115A able to provide exceptional service a'w 0 10 M 30 d0 so Temperature Coefficient of Isc o.os%/°C to each customer in each market Certified to withstand challenging environmental �.- __---__J and supplement our innovative, conditions •pro reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable C9) • 5400 Pa snow load WARRANTY partner. We are committed - 10 year Product Workmanship Warranty to building strategic,mutually CERTIFICATION beneficial collaboration with 25 year Linear Power Warranty y_ -1 installers,developers,distributors VL cca [Please refer to product warranty for details( N and other partners as the backbone of our shared success in driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY _ °~"J aPACKAGING CONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty Modules per box:26 pieces z Trina Solar Limited f Modules per 40'container:728 pieces www.trinasolar.com J m100% a omm--o�o►Vol ue ba a90% m TrlriC$Olpr t pneor warranty CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. rPMPAT�®r=, Trinasolar kk 80% _ Tr�nasolaEr change wit Solar Limited.All rights reserved.5peciflcationzincluded in this dotosheet are subject to than a without notice. Smart Energy Together Smart Energy Togetherw Y00,S 5 10 IS 20 25 Trtna standard Industry standard _ 4 =@9 soIar • • Single Phase Inverters for North America soIar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE390OA-US SE5000A-US SE600DA-US I SE760OA-US I SE10000A-US SE1140OA-US OUTPUT 9980 @ 208V SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 10000,@240V 11400 VA r America r 5400 @ 208V 10800 @ 208V F O 1 North A 1 1 1 G 1 I C Max.AC Power Output 3300 4150 6000 8350 12000 VA ......... ..... ..... .... ... .. .. 545o Lp1,240V... ........ ........... ...109so cii ov ..... ......... ................. AC Output Voltage Min:Nom.Max.") SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output ................ ................ ................................................ .................................. ............................. � AC Output Voltage Min:Nom:Max!" r' 11 .1 v, .1 � SE760OA-US/SE10000A-US/SE1140OA-US 21..... .... . .z64V.. . .. .1-2. ..................... ................ ................................................ ............................................................... ... AC Frequency :Nom:Max.p) 59.3-60-60.5(with HI country setting 57-60:60:5) Hz . ........ ................ 48 @ 208V ;,. Max.Continuous Output Current.- ... ...'.12.5......I. ...16•...„I,,,21-@240V,,,I ,25.-.. L....,32 - 47.5 A -. . 42 240V ........ .. . . ......... �°......... ............... .. GFDI Threshold ...............1 ........................... A..... . INPUT Monitoring,Islandin Country le Thresholds.•. •• .•. •••..•..... .... .•....-. .-. Yes g Protection,Cou onfigurab• resholds Yes-r 15350 W e�+•"�wertD�"��! � Maximum DC Power(STC) 405o 5100 6750 8100 10250 13500 �0 5•'e 4t Transformerless Ungrounded .............. ........................................Yes.... .................................................... .. ... @ ....................................... . ................ ................. ................................... s k --�ii. Max.Input Volta a 500................................................................. Vdc•.-. �Wts alla�_ Nom:DC Input Voltage 325 @ 208V/350 @ 240V Vdc ...................... ................ 33 @ 208V ��e 2er•V� Max.Input Current)T) 9.5 13 18 23 34.5 Adc ��„��•�„ IS 5(p1.240V 30.5 @.240V . ................. ...................... ................ ...................:.. .................. ...................... .. .. ... . Max.Input Short Circuit Current 45 Adc - ........................................... ..................................................................................................................................... - Reverse-Polarity Protection Yes ........................................... ..................................................................................................................................... Ground-Fault Isolatlon Detection 600ko Sensitivity #' MaximuminverterEffic...... ......... .....97.7 98.2 98.3 98;3..... ......98.,,,..,.••.•..98....-••- 98 .b 0 ......Weighted ...ienc..... .......... ................9 ..�°...............97....... .....9 ........... 7 @.. ......................�...... 1 ' CEC. ..Weighted Efficiency 9..5 98 97.5 97.5 97.5 .5 g 98 240V 97.5 240V ........................................... ................ ................... 97.5 @ 208V 97 208V i ' ( Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces R5485:RS232,Ethernet,ZigBee(optional) ........................................... .............. ................. Revenue Grade Data,ANSI C12.1 Optionalla) ,e Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed") i STANDARD COMPLIANCE - UL1741,UL1699B,UL1998,CSA 22.2 Safe?Y................................... ..................................................................................................................................... t Grid Connection Standards IEEE1547 I .. m. Is's................................... ......................................................... ri:1 ...................................................................... I I Emissions FCC part15 class B i I -- - ^' a INSTALLATION SPECIFICATIONS I I ww conduit size/AWG range... ..........................3/4"minimum/16:6 AWG..,......................... 3/4'minimum/83AWG DC input conduitsize/i3 of strings/ 3/4"minimum/1 2 strings/16-6 AWG3/4 minimum/1 2 strings.AWG rang@..................... .............................................. ..14,6 AWG .... .. .. \ ' b Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ �• 30.5 x 12.5 x 7.2/775 x 315 x 184, - ! ..�HxWzD).............................. ...... ..... ..... .... 775 x 315 x 260........ .!t!!!i.... Wel ht with Safe switch 51.2/23.2 54.7/24.7 88:4/40.1 Ill/kg g............. ................................I.................................. ...................... .. • Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems NoiSe................................... ................:..........:.. 25............................... .replaqeable)......... 50.................:.........dBA... ........................................... ................................................................... ................................................................. Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.Operating Temperature is) g P :13to+140/:25to+60(-40[o+60verslonavallable ) •F/'C Rang?........... ........................................... - Superior efficiency(98%) Protection Ratin NEMA 3R......... .................................................... - Small,lightweight and easy to install on provided bracket )')For other regional settings please contact SolarEdge support. • 'M A higher current source may be used:the inverter will limit Its Input current to the values stated. - Built-in module-level monitoringp)Revenue grade lnvertet P/N:SE-A-USOOONN er:R2(for 760OW Itwerl5E760DA-US002NNR2). {s)Rapid shutdown kit P/N:SE1000-RSD-51. - Internet connection through Ethernet or Wireless W-40verslon P/N:SEtWptA-US000NNU4(for 760OW InverterSE760DA-USOD21,1141.14). - Outdoor and indoor installation - Fixed voltage inverter,DC/AC conversion only - Pre-assembled Safety Switch for faster installation I` - Optional-revenue grade data,ANSI C12.1 1 sunsPeRoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us traclerr,ths or reg,me-d iaiclo.marks of ScirrEdge Technolog­.Im.All other trademarks mentioned tic. i